{"meta":{"query_hash":"be8372f5b585","filters":{"topic":"Transportation Safety and Impact Analysis"},"cohort_total":263,"direct_labels_cover":0,"predictions_cover":263,"exported":263,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/be8372f5b585","api":"https://metacan.xera.ac/api/v1/cohort?topic=Transportation+Safety+and+Impact+Analysis"},"results":[{"id":"W10044651","doi":"10.1103/physrevlett.67.3140","title":"2601 Westview, North Vancouver, BC","year":2011,"lang":"en","type":"article","venue":"Physical Review Letters","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Political science","score_opus":0.017810857957473437,"score_gpt":0.23477241120949252,"score_spread":0.21696155325201907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W10044651","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014040675,0.0062415316,0.0014315506,0.004830281,0.0018792029,0.00015476471,0.004418962,0.00036472958,0.9666383],"genre_scores_gemma":[0.006038591,0.00129161,0.00041503395,0.00023292677,0.000024104264,0.000016879194,0.00045700933,0.000074299904,0.99144965],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99933714,0.00004685107,0.000033521257,0.00015184337,0.00029585016,0.00013486618],"domain_scores_gemma":[0.99809915,0.00021468477,0.0000466901,0.000090163245,0.0013296239,0.00021980418],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0005187431,0.0008386368,0.00048639704,0.0013026722,0.0058777127,0.0030956857,0.0011799032,0.0017143821,0.46650696],"category_scores_gemma":[0.0019063617,0.0006803024,0.00037484724,0.0016699568,0.00057248026,0.00066131126,0.0008774026,0.0018298434,0.12586443],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040001152,0.00016935679,0.0036830993,0.00058530405,0.000056248133,0.00051416847,0.00030891295,0.0008348039,0.0038128004,0.005098304,0.6874469,0.29709005],"study_design_scores_gemma":[0.000038986796,0.000054443295,0.014861801,0.00023696634,0.000023359295,0.00014025619,0.0006239868,0.00047284827,0.0011841292,0.00046152776,0.981887,0.000014625096],"about_ca_topic_score_codex":0.5221394,"about_ca_topic_score_gemma":0.9054522,"teacher_disagreement_score":0.53349304,"about_ca_system_score_codex":0.006519608,"about_ca_system_score_gemma":0.008171334,"threshold_uncertainty_score":0.9613497},"labels":[],"label_agreement":null},{"id":"W107865906","doi":"10.1016/b978-008043948-8/50116-8","title":"Non-Linear Design of Blast/Containment Reinforced Gunite Walls for Coal Mines in SA","year":2001,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Containment (computer programming); Coal mining; Mining engineering; Coal; Petroleum engineering; Geology; Environmental science; Engineering; Waste management; Computer science","score_opus":0.018972391733336418,"score_gpt":0.23368498875963215,"score_spread":0.21471259702629572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W107865906","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18021224,0.00030365106,0.7841096,0.0002043932,0.00004929453,0.000074917065,0.00009662183,0.0003111561,0.034638204],"genre_scores_gemma":[0.9072806,0.00018764287,0.07679947,0.000025092264,0.000009338332,0.00009420505,0.0000738212,0.00006791692,0.015461882],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987555,0.000030248018,0.000003436234,0.000016846592,0.00005301468,0.000020801495],"domain_scores_gemma":[0.99988294,0.000044392804,0.000019821282,0.000008052551,0.000032951226,0.000011919687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020604729,0.0004024935,0.00036040499,0.00021438574,0.00033854088,0.00064784946,0.00066131825,0.00057296146,0.0035306031],"category_scores_gemma":[0.00030788954,0.00041967208,0.0003652798,0.00017057733,0.0003539302,0.00029921014,0.0005472857,0.00035762636,0.00045034025],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004431455,0.00003267597,0.0005261314,0.000057310386,0.000008485623,0.00007200697,0.000040819148,0.9605249,0.011804356,0.0038333684,0.00036541102,0.022690317],"study_design_scores_gemma":[0.000012024269,0.000102959486,0.0008129335,0.000013840826,0.000009050223,0.000041197443,0.00007233053,0.99094826,0.0042643934,0.0020085028,0.0017064553,0.0000080143145],"about_ca_topic_score_codex":0.0033712506,"about_ca_topic_score_gemma":0.0071309432,"teacher_disagreement_score":0.0035306031,"about_ca_system_score_codex":0.00045717316,"about_ca_system_score_gemma":0.0008981135,"threshold_uncertainty_score":0.011811018},"labels":[],"label_agreement":null},{"id":"W145215061","doi":"","title":"Lejeune Road Flyover","year":2006,"lang":"en","type":"article","venue":"Bridges Conversations in Global Politics and Public Policy","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Miami; Bridge (graph theory); Engineering; Pier; Forensic engineering; Transport engineering; Civil engineering; Geology","score_opus":0.00860928840095033,"score_gpt":0.23687170347152675,"score_spread":0.22826241507057643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W145215061","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16967116,0.00069351756,0.0018209479,0.002738165,0.00021525312,0.00008573225,0.0005885215,0.0002513863,0.8239352],"genre_scores_gemma":[0.45818615,0.00070892245,0.0016854508,0.00065007125,0.00006583243,0.000042886986,0.00079407246,0.00009042511,0.53777623],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99958605,0.00003157975,0.0000072852645,0.000058233974,0.00017579671,0.00014116424],"domain_scores_gemma":[0.9998425,0.000021520327,0.000013977952,0.000017213422,0.00007887025,0.000025899195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002298604,0.0001976068,0.00008795072,0.0004331215,0.002304907,0.0016778654,0.00035807118,0.0008625572,0.039207213],"category_scores_gemma":[0.00050210574,0.00009421163,0.0001523751,0.00033214386,0.00036850953,0.00085725234,0.0007696911,0.00063296163,0.0040671406],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00059808773,0.00039305747,0.034472745,0.0005040094,0.00003788295,0.009016106,0.010545476,0.0048076976,0.026752364,0.18645817,0.33548123,0.39093322],"study_design_scores_gemma":[0.000008141632,0.00011325057,0.01754014,0.00009574729,0.000008819236,0.0006388204,0.0036156403,0.0006508559,0.0025567615,0.0011748663,0.97357744,0.000019529847],"about_ca_topic_score_codex":0.038252927,"about_ca_topic_score_gemma":0.09508314,"teacher_disagreement_score":0.039207213,"about_ca_system_score_codex":0.0014999692,"about_ca_system_score_gemma":0.0013214395,"threshold_uncertainty_score":0.13116121},"labels":[],"label_agreement":null},{"id":"W1500608260","doi":"","title":"JOINT WINTER RUNWAY FRICTION PROGRAM ACCOMPLISHMENTS","year":2003,"lang":"en","type":"article","venue":"The XXIInd PIARC World Road CongressWorld Road Association - PIARC","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Runway; Aeronautics; Aviation; Scope (computer science); Engineering; Joint (building); Airplane; Test (biology); Range (aeronautics); Aerospace engineering; Computer science; Civil engineering; Geography","score_opus":0.015134568276935632,"score_gpt":0.24256884412823712,"score_spread":0.2274342758513015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1500608260","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2362225,0.006814311,0.13418815,0.008411511,0.0058012824,0.0076833405,0.04821659,0.010127101,0.5425351],"genre_scores_gemma":[0.4032861,0.0036267405,0.08051111,0.0014139873,0.0011917475,0.0039681504,0.08051117,0.002170644,0.42332032],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9943658,0.00061040383,0.0001772175,0.00036509623,0.003613596,0.0008678617],"domain_scores_gemma":[0.98638666,0.00033834824,0.0005788029,0.0009184948,0.0095682535,0.0022094578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008782026,0.000942952,0.00080560794,0.0027440325,0.0017083187,0.0021529507,0.0019552715,0.00073062594,0.018174931],"category_scores_gemma":[0.007734602,0.0003391351,0.0008275203,0.0013824517,0.00034596174,0.00075369934,0.0025423623,0.0011545209,0.006796872],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019579802,0.0026524947,0.025099881,0.000743715,0.0001499442,0.0006720751,0.0012146437,0.010244912,0.016162824,0.014227758,0.40107432,0.5257994],"study_design_scores_gemma":[0.00023817546,0.0033816732,0.055684753,0.00021339835,0.000097902914,0.0006470321,0.0006814571,0.0046411636,0.016425624,0.0014656035,0.91644365,0.0000795605],"about_ca_topic_score_codex":0.024740217,"about_ca_topic_score_gemma":0.023116885,"teacher_disagreement_score":0.024740217,"about_ca_system_score_codex":0.0019450819,"about_ca_system_score_gemma":0.011517907,"threshold_uncertainty_score":0.06080115},"labels":[],"label_agreement":null},{"id":"W1505587911","doi":"","title":"Synthesis of Practices for the Implementation of Centreline Rumble Strips","year":2005,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rumble; Process (computing); Engineering; Transport engineering; Computer science","score_opus":0.018225964681662286,"score_gpt":0.30457960428295355,"score_spread":0.2863536396012913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1505587911","genre_codex":"methods","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15917943,0.22028942,0.23034464,0.15789999,0.004319183,0.028928908,0.010071569,0.0020037275,0.18696319],"genre_scores_gemma":[0.3706229,0.111355536,0.48774737,0.008201268,0.00018362653,0.010768844,0.0032011264,0.00036802088,0.0075513343],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.8486925,0.069335714,0.028672257,0.007808398,0.04098483,0.004506369],"domain_scores_gemma":[0.76638275,0.07372211,0.01730453,0.013627249,0.12345991,0.005503484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.15615496,0.0013695583,0.0014172907,0.015387787,0.0058835,0.011179333,0.005283782,0.0020435825,0.0027130574],"category_scores_gemma":[0.1841288,0.0014631818,0.0017954193,0.015730523,0.0036869259,0.0059691807,0.00686086,0.004458303,0.000606477],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017529188,0.0002566554,0.011399751,0.04047028,0.00025475258,0.00043376882,0.102920525,0.0027766405,0.0020767457,0.017470956,0.024433296,0.79733133],"study_design_scores_gemma":[0.0001589865,0.0005370571,0.03821209,0.15099993,0.0009009519,0.00040317563,0.17810713,0.0018077206,0.0065258085,0.010893932,0.61118203,0.00027127072],"about_ca_topic_score_codex":0.24830309,"about_ca_topic_score_gemma":0.31815624,"teacher_disagreement_score":0.24830309,"about_ca_system_score_codex":0.07491393,"about_ca_system_score_gemma":0.18078947,"threshold_uncertainty_score":0.82583624},"labels":[],"label_agreement":null},{"id":"W1507365251","doi":"10.4271/2000-01-sc01","title":"The Effect of Mass, Stiffness and Geometry on Injury Outcome in Side Impacts - a Parametric Study","year":2000,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Transport Canada","funders":"","keywords":"Stiffness; Side impact; Impact; Parametric statistics; Poison control; Structural engineering; Geology; Medicine; Engineering; Mathematics; Statistics","score_opus":0.007515900118548484,"score_gpt":0.2567967409698688,"score_spread":0.24928084085132032,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1507365251","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978375,0.000025225812,0.0016062121,0.000011248292,0.0000035065334,0.000017430735,0.00007850585,0.000015698086,0.00040481996],"genre_scores_gemma":[0.9993507,0.000023025825,0.00030868623,0.0000049474434,0.0000019701147,0.0000110062565,0.0000393274,0.0000059555887,0.0002543859],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994485,0.0001478941,0.000034621466,0.000060362196,0.00016880003,0.00013976822],"domain_scores_gemma":[0.997106,0.0019423162,0.0003454673,0.00030558056,0.00016139155,0.0001392854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062319165,0.00062934734,0.00060183305,0.0008456119,0.00027535626,0.0004158635,0.0005832515,0.0008357554,0.0036263135],"category_scores_gemma":[0.0040253354,0.0003894208,0.00072014006,0.0003163081,0.00080275995,0.00046961237,0.0008680517,0.0005275918,0.00040874936],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.013152554,0.0048296344,0.10364452,0.0004124441,0.00036741028,0.0049927067,0.0006976332,0.55796164,0.2520275,0.0007462019,0.0007694334,0.060398336],"study_design_scores_gemma":[0.00020460661,0.05277761,0.22193389,0.00007696757,0.0004139149,0.005233857,0.0012354818,0.574355,0.14146577,0.0011320559,0.00094265013,0.00022812231],"about_ca_topic_score_codex":0.0006750263,"about_ca_topic_score_gemma":0.00052706356,"teacher_disagreement_score":0.0036263135,"about_ca_system_score_codex":0.00017335346,"about_ca_system_score_gemma":0.0001384574,"threshold_uncertainty_score":0.012131214},"labels":[],"label_agreement":null},{"id":"W1523967067","doi":"","title":"Transportation Barrier Early Warning and Response System","year":2007,"lang":"en","type":"article","venue":"11th International Conference on Mobility and Transport for Elderly and Disabled Persons (TRANSED)Transport CanadaTransportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Safeguard; Agency (philosophy); Business; Warning system; Transport engineering; Action (physics); Computer security; Risk analysis (engineering); Computer science; Engineering; Telecommunications; International trade; Sociology","score_opus":0.03937159129461966,"score_gpt":0.3119972217425435,"score_spread":0.2726256304479239,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1523967067","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.170074,0.00488913,0.3604077,0.012531846,0.0023377032,0.005554725,0.064224206,0.10494271,0.27503783],"genre_scores_gemma":[0.82426035,0.002204925,0.070374936,0.0016689288,0.00020292129,0.0014256637,0.024433991,0.00048886007,0.07493948],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.998912,0.000106189196,0.00006190099,0.00013515404,0.0006108363,0.00017385762],"domain_scores_gemma":[0.99717987,0.00020611954,0.00015817786,0.00013548326,0.0022067842,0.000113529284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011857095,0.0006149714,0.0005954828,0.0026149587,0.0014252499,0.001297437,0.0017465784,0.0009676269,0.012043988],"category_scores_gemma":[0.0037051225,0.00025265,0.00034773612,0.001228975,0.00020459681,0.000834846,0.0011648784,0.0008445732,0.0062566213],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010680353,0.00030517043,0.026593007,0.00085483317,0.00013994979,0.0003701052,0.0007363981,0.03549624,0.023070877,0.009782216,0.40963244,0.49195078],"study_design_scores_gemma":[0.00035017636,0.00044603925,0.048277173,0.0005427151,0.00037537675,0.00045756839,0.0012694945,0.336692,0.028040135,0.00466795,0.57841825,0.00046310292],"about_ca_topic_score_codex":0.27601087,"about_ca_topic_score_gemma":0.20568208,"teacher_disagreement_score":0.27601087,"about_ca_system_score_codex":0.0035869535,"about_ca_system_score_gemma":0.0059353914,"threshold_uncertainty_score":0.5488086},"labels":[],"label_agreement":null},{"id":"W1550711713","doi":"","title":"Testing of ANR (Active Noise Reduction) headsets","year":2001,"lang":"en","type":"article","venue":"Canadian acoustics","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"","keywords":"Test fixture; Noise reduction; Computer science; Reduction (mathematics); Noise (video); Repeatability; Insertion loss; Acoustics; Engineering; Artificial intelligence; Electrical engineering; Mathematics; Physics; Statistics","score_opus":0.013949906808964392,"score_gpt":0.2098350793364339,"score_spread":0.1958851725274695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1550711713","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9502913,0.00040982672,0.043755963,0.00009975295,0.00009475925,0.00024265375,0.00022423532,0.0007426805,0.004138906],"genre_scores_gemma":[0.96866477,0.0003603344,0.021500722,0.00019516719,0.000038351947,0.00010432132,0.00023429582,0.00011043039,0.008791592],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99665123,0.00071753195,0.00015693194,0.00041936612,0.0017564076,0.00029860507],"domain_scores_gemma":[0.9965945,0.0011636743,0.00033192986,0.0004635666,0.0013119946,0.00013440487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018268009,0.0006683016,0.00037235592,0.0008033728,0.0003820669,0.00058439473,0.0014738336,0.0007967998,0.0027232505],"category_scores_gemma":[0.0035953205,0.00023211913,0.0003725283,0.00034121616,0.0004987058,0.00088689855,0.0008106657,0.00027815558,0.0010564286],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053215073,0.0001681042,0.0025775107,0.00027364495,0.000041345193,0.0002554561,0.00054869073,0.001998711,0.9473474,0.00039336522,0.00040749775,0.045456115],"study_design_scores_gemma":[0.00006474611,0.0061847996,0.02102918,0.00005972376,0.00008859396,0.00085747225,0.00047332107,0.0069598905,0.9548365,0.00030916225,0.009052451,0.00008425115],"about_ca_topic_score_codex":0.0009335913,"about_ca_topic_score_gemma":0.0011858575,"teacher_disagreement_score":0.0027232505,"about_ca_system_score_codex":0.000317507,"about_ca_system_score_gemma":0.00025323362,"threshold_uncertainty_score":0.009661198},"labels":[],"label_agreement":null},{"id":"W1553573703","doi":"","title":"Crashworthiness improvement of vehicle-to-rigid fixed barrier in full frontal impact using novel vehicle's front-end structures","year":2005,"lang":"en","type":"article","venue":"Sunderland Repository (University of Sunderland)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Crashworthiness; Crash; Work (physics); Automotive engineering; Engineering; Function (biology); Motor vehicle crash; Computer science; Poison control; Human factors and ergonomics; Mechanical engineering","score_opus":0.009160759220883807,"score_gpt":0.2090637946269618,"score_spread":0.199903035406078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1553573703","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99414426,0.00006953096,0.004918602,0.000008190471,0.0000067399396,0.000005264853,0.000029776205,0.000052342766,0.00076527253],"genre_scores_gemma":[0.9989796,0.000024547064,0.00054149545,0.0000013704956,0.0000010712915,0.0000013989369,0.000026664038,0.000004717893,0.0004190792],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999244,0.000008682054,0.0000028027016,0.000012264087,0.000025446167,0.000026434529],"domain_scores_gemma":[0.9997713,0.00005587382,0.000024330562,0.000027718035,0.00008876422,0.000032020558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001271423,0.00031079032,0.00030225964,0.0003228773,0.0001812184,0.00019857763,0.00042100943,0.00032489456,0.0023798777],"category_scores_gemma":[0.00037493056,0.00013034565,0.00031373365,0.000120788915,0.00010885507,0.00023334846,0.00020980785,0.00017556635,0.00028016983],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030537061,0.0003859114,0.006914614,0.00014264772,0.000070987386,0.00046325472,0.00011042575,0.06834443,0.87376136,0.0004058793,0.00033668752,0.046010107],"study_design_scores_gemma":[0.00012768808,0.0059005953,0.0735478,0.000026217404,0.00021072876,0.00054857007,0.0002696504,0.42493805,0.49312544,0.00026326376,0.0010003241,0.000041649575],"about_ca_topic_score_codex":0.0014129101,"about_ca_topic_score_gemma":0.0014836264,"teacher_disagreement_score":0.0023798777,"about_ca_system_score_codex":0.00013003084,"about_ca_system_score_gemma":0.00014111433,"threshold_uncertainty_score":0.007961452},"labels":[],"label_agreement":null},{"id":"W1577964100","doi":"10.32920/ryerson.14657643.v1","title":"Development Of Precast Barrier Wall System For Bridge Decks","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Precast concrete; Structural engineering; Engineering; Deck; Bridge (graph theory)","score_opus":0.026411716631827748,"score_gpt":0.2436224707961335,"score_spread":0.21721075416430574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1577964100","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9372749,0.00037616692,0.055967722,0.00007150116,0.00010688844,0.00028497414,0.00019143464,0.0007255947,0.005000913],"genre_scores_gemma":[0.93348116,0.00030325045,0.059290953,0.00003060788,0.000013342752,0.00013608582,0.00033249028,0.000054707216,0.0063574486],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995912,0.000033395238,0.000024284223,0.00007053427,0.0002296941,0.000050828305],"domain_scores_gemma":[0.99968827,0.000025430767,0.000040730793,0.00005033679,0.00015149945,0.000043768785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003608151,0.00045642094,0.00028010868,0.0007251616,0.00040889997,0.00048020887,0.00086528325,0.0005170331,0.002409651],"category_scores_gemma":[0.00058703974,0.00028522327,0.000302743,0.0003105131,0.00021918525,0.0005385656,0.0005371686,0.0004152897,0.00077464175],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001465333,0.00011091874,0.004499863,0.00035294492,0.000018353232,0.000561429,0.00031357235,0.0050192107,0.9357754,0.0015770259,0.0007582697,0.050866365],"study_design_scores_gemma":[0.00005101554,0.003301132,0.02530151,0.00009941867,0.00006999641,0.0011188809,0.00037701582,0.02330202,0.9237538,0.00030322414,0.022261841,0.00006007724],"about_ca_topic_score_codex":0.000578442,"about_ca_topic_score_gemma":0.0015684039,"teacher_disagreement_score":0.002409651,"about_ca_system_score_codex":0.00024487867,"about_ca_system_score_gemma":0.000589459,"threshold_uncertainty_score":0.008061051},"labels":[],"label_agreement":null},{"id":"W1589746906","doi":"10.4271/2009-01-2542","title":"Smoke Detection for the Orion Crew Exploration Vehicle","year":2009,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lockheed Martin (Canada)","funders":"","keywords":"Crew; Smoke; Aeronautics; Aerospace engineering; Computer science; Environmental science; Remote sensing; Engineering; Meteorology; Physics; Geology","score_opus":0.018568593378546317,"score_gpt":0.248730143548239,"score_spread":0.23016155016969267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1589746906","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8624736,0.0012927956,0.1045383,0.0007097761,0.00022458585,0.00026344584,0.0010393276,0.005554913,0.023903314],"genre_scores_gemma":[0.94554293,0.00033531385,0.036493298,0.00018221955,0.000027487697,0.00006525194,0.0013049236,0.000094701274,0.015953975],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998393,0.000013400823,0.0000033093845,0.000021379763,0.00010910352,0.0000135014325],"domain_scores_gemma":[0.99985754,0.000021564409,0.000008376614,0.000009720434,0.00009344124,0.000009332035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002628729,0.00021784393,0.000119193384,0.0005617073,0.00025963085,0.000301794,0.00033906655,0.00034010204,0.002779032],"category_scores_gemma":[0.00031294025,0.00015903394,0.00014972815,0.0002037154,0.00009441182,0.00026310005,0.0002748349,0.00020461535,0.0006325144],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008228122,0.00019746645,0.027922781,0.00014621629,0.000035803354,0.0003747587,0.00020409963,0.0077698627,0.5906389,0.0010968224,0.010301739,0.36048865],"study_design_scores_gemma":[0.00017475653,0.0021675057,0.09484224,0.00006338691,0.00009158828,0.00088192004,0.0002737679,0.17165706,0.6845517,0.0007524013,0.04442762,0.000116159536],"about_ca_topic_score_codex":0.006878831,"about_ca_topic_score_gemma":0.010303301,"teacher_disagreement_score":0.006878831,"about_ca_system_score_codex":0.0004179918,"about_ca_system_score_gemma":0.00040214698,"threshold_uncertainty_score":0.013677597},"labels":[],"label_agreement":null},{"id":"W1595772741","doi":"","title":"Guide to Bridge and Combination Barriers","year":2010,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Principal (computer security); Engineering; Crash; Transport engineering; Computer science; Construction engineering; Computer security","score_opus":0.00402784108732216,"score_gpt":0.22854733377027847,"score_spread":0.22451949268295632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1595772741","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0019530035,0.02096656,0.19601586,0.012919657,0.002903774,0.003847378,0.014844731,0.006947006,0.7396021],"genre_scores_gemma":[0.01045087,0.024240466,0.27815327,0.006060044,0.00026057835,0.0024981443,0.009544241,0.0018707435,0.6669217],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99788827,0.0004005446,0.00012527163,0.00015182521,0.0012297624,0.00020435108],"domain_scores_gemma":[0.9963727,0.0006480231,0.000077883444,0.00019127569,0.002519264,0.00019079873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002444404,0.0015471994,0.0008514488,0.0037716294,0.0032465805,0.0031274965,0.003999575,0.0029670112,0.100323424],"category_scores_gemma":[0.007948779,0.001028546,0.0007724635,0.0034906338,0.001788557,0.003082461,0.0021834944,0.0027462505,0.049851894],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019816285,0.000044175835,0.00024208889,0.0006666734,0.0000032062517,0.00025719515,0.0017568046,0.0012851342,0.00063297106,0.034181684,0.74452853,0.21638167],"study_design_scores_gemma":[0.0000021401756,0.000004986741,0.000091245114,0.00015590004,9.560582e-7,0.000090565096,0.00017603161,0.00011376505,0.000075264055,0.0017051141,0.9975768,0.000007349214],"about_ca_topic_score_codex":0.25170922,"about_ca_topic_score_gemma":0.47833622,"teacher_disagreement_score":0.25170922,"about_ca_system_score_codex":0.0067717107,"about_ca_system_score_gemma":0.022879507,"threshold_uncertainty_score":0.5004882},"labels":[],"label_agreement":null},{"id":"W1615743492","doi":"10.1016/j.aap.2006.10.016","title":"RETRACTED: A recommended specification for heavy vehicle rear underrun guards","year":2006,"lang":"en","type":"article","venue":"Accident Analysis & Prevention","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":8,"is_retracted":true,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Transport Canada","keywords":"Guard (computer science); Truck; Crash; Trailer; Crash test; Intrusion; Engineering; Automotive engineering; Poison control; Transport engineering; Aeronautics; Computer science; Simulation","score_opus":0.014976050887722915,"score_gpt":0.2595535969433903,"score_spread":0.2445775460556674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1615743492","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.049096514,0.0017612989,0.25950277,0.08862197,0.0990927,0.014390713,0.024884403,0.0508522,0.4117975],"genre_scores_gemma":[0.08568082,0.0011164082,0.10630509,0.030834066,0.0051529915,0.007997051,0.014262793,0.0063304733,0.74232036],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9856448,0.0023900305,0.0023880678,0.0009407029,0.006418601,0.002217853],"domain_scores_gemma":[0.9261544,0.010768057,0.0023599404,0.006913417,0.051454045,0.0023501548],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.009157404,0.0026915388,0.0019584778,0.0028716663,0.006073923,0.0049323183,0.008307407,0.016587965,0.09000679],"category_scores_gemma":[0.049615096,0.0023045957,0.0022922887,0.0010750004,0.0017322272,0.00466948,0.0036592796,0.008109065,0.119356506],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029675345,0.00035216863,0.0024615515,0.00026746513,0.000023174867,0.0008749436,0.000743063,0.0016860412,0.0033594135,0.006058876,0.9316078,0.05226877],"study_design_scores_gemma":[0.00026907178,0.0005739629,0.013949826,0.0006381171,0.00010811454,0.0012749998,0.0016713201,0.0044572866,0.006252331,0.004383285,0.96616304,0.00025867423],"about_ca_topic_score_codex":0.034934357,"about_ca_topic_score_gemma":0.0505986,"teacher_disagreement_score":0.983412,"about_ca_system_score_codex":0.0024369308,"about_ca_system_score_gemma":0.012700966,"threshold_uncertainty_score":0.30110276},"labels":[],"label_agreement":null},{"id":"W1645308172","doi":"","title":"Optimizing Vehicle Structure Architectures for Light Trucks","year":2013,"lang":"en","type":"article","venue":"PORTO Publications Open Repository TOrino (Politecnico di Torino)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"European Commission; Universidad de Zaragoza; Politecnico di Torino","keywords":"Chassis; Truck; Powertrain; Modular design; Vehicle safety; Automotive engineering; European commission; Engineering; Crash; Transport engineering; Architecture; European union; Computer science; Business; Mechanical engineering","score_opus":0.011808546871947104,"score_gpt":0.2462934463224955,"score_spread":0.2344848994505484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1645308172","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5586428,0.0006873671,0.38728783,0.00018673798,0.00012160278,0.00029821726,0.00032836822,0.0011848587,0.0512623],"genre_scores_gemma":[0.93186843,0.00032145914,0.059903316,0.000021706594,0.000010203039,0.00011784367,0.00045282708,0.00016756121,0.0071367305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984777,0.000019266658,0.000004183589,0.000021457116,0.000056102093,0.00005117745],"domain_scores_gemma":[0.9998579,0.000016018988,0.000015896785,0.000018522693,0.00006925878,0.000022426953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022082079,0.00063398347,0.0002574501,0.00060696306,0.00036811715,0.00071619893,0.00060463586,0.00040579675,0.005103226],"category_scores_gemma":[0.0004294317,0.00023817945,0.0004029991,0.0002904016,0.00021088748,0.00072903244,0.00063315197,0.0003887976,0.001363478],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016918738,0.00014613266,0.0024580574,0.000157434,0.000026127433,0.00012600257,0.00011584203,0.8264856,0.062151205,0.013002925,0.0019137438,0.09324773],"study_design_scores_gemma":[0.000049909428,0.00082168356,0.0021256227,0.000037941216,0.000054179523,0.00011858932,0.00035323322,0.93872213,0.023858674,0.009088341,0.024739562,0.000030087827],"about_ca_topic_score_codex":0.0021057283,"about_ca_topic_score_gemma":0.00370881,"teacher_disagreement_score":0.005103226,"about_ca_system_score_codex":0.0007455535,"about_ca_system_score_gemma":0.0005749503,"threshold_uncertainty_score":0.017072022},"labels":[],"label_agreement":null},{"id":"W174802325","doi":"10.2172/1033667","title":"Design of the Hoisting System for D-Zero Collision Hall Pit","year":2002,"lang":"en","type":"report","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hoist (device); Boom; Engineering; Collision; BARGE; Lift (data mining); Structural engineering; Towing; Marine engineering; Electrical engineering; Computer science","score_opus":0.05746596279543661,"score_gpt":0.2513129435164883,"score_spread":0.1938469807210517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W174802325","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2644935,0.0002718959,0.59993356,0.0005209114,0.00058462063,0.0022749202,0.0014582012,0.026132662,0.10432984],"genre_scores_gemma":[0.79160523,0.00015702656,0.13574933,0.00021627238,0.00010138823,0.0007181789,0.0015250179,0.0006904479,0.0692372],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993925,0.000034020322,0.00002054091,0.0001087121,0.0003072309,0.0001370351],"domain_scores_gemma":[0.99964404,0.000017013946,0.000024699351,0.000042022988,0.00018201508,0.000090266985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003137516,0.000707067,0.00046732448,0.00078874227,0.001199682,0.0009275272,0.0018775279,0.0006315411,0.021163944],"category_scores_gemma":[0.00041844987,0.0005413758,0.0003645904,0.00047983893,0.0002967253,0.00041759355,0.0011136805,0.00057288556,0.008100233],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012863505,0.00047907967,0.017305586,0.0007245762,0.00007775685,0.0014988361,0.0014280541,0.023953892,0.4130138,0.008772611,0.060950838,0.4705087],"study_design_scores_gemma":[0.0007070547,0.005211588,0.06439825,0.0001880687,0.0002464868,0.0040684,0.0014284601,0.22642986,0.24470803,0.0016914057,0.45051602,0.00040638764],"about_ca_topic_score_codex":0.0066257953,"about_ca_topic_score_gemma":0.0073997453,"teacher_disagreement_score":0.021163944,"about_ca_system_score_codex":0.0007075915,"about_ca_system_score_gemma":0.00202285,"threshold_uncertainty_score":0.07080042},"labels":[],"label_agreement":null},{"id":"W1748883359","doi":"","title":"Past-Present-Future of the Trans-Canada Highway in BC from Kamloops to the Alberta Border","year":2014,"lang":"fr","type":"article","venue":"Transportation 2014: Past, Present, Future - 2014 Conference and Exhibition of the Transportation Association of Canada // Transport 2014 : Du passé vers l'avenir - 2014 Congrès et Exposition de 'Association des transports du Canada","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Mistake; Tribute; Geography; History; Archaeology; Political science; Law","score_opus":0.004164516489582849,"score_gpt":0.19173133724027472,"score_spread":0.18756682075069186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1748883359","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06415572,0.019633044,0.001097317,0.078768335,0.0037938252,0.00007113971,0.0037031535,0.00017881878,0.8285987],"genre_scores_gemma":[0.3742411,0.0140139125,0.0024745604,0.008042979,0.00030804615,0.00003724313,0.0023055882,0.00009410473,0.5984824],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9985367,0.00006270452,0.00001937432,0.00011062209,0.0007297146,0.00054090907],"domain_scores_gemma":[0.9981705,0.000032202053,0.000029574992,0.000022898417,0.0009942756,0.000750482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005584794,0.00026710794,0.000119528355,0.00082481885,0.008968706,0.0060811555,0.00085126504,0.0011968993,0.024200762],"category_scores_gemma":[0.0010342184,0.00014655113,0.00014475826,0.0017331938,0.002362263,0.0012063312,0.0010705997,0.0019990858,0.0029066135],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012654295,0.00011373371,0.045701355,0.0002749563,0.000019924266,0.0011815595,0.0075707515,0.0011327297,0.0015844116,0.1181849,0.6300303,0.19407882],"study_design_scores_gemma":[0.0000047125372,0.000013181492,0.026189175,0.0001671389,0.0000061255687,0.00014885815,0.0063729533,0.00017780936,0.00015131527,0.0010809968,0.9656604,0.000027312453],"about_ca_topic_score_codex":0.99008965,"about_ca_topic_score_gemma":0.9970854,"teacher_disagreement_score":0.06467281,"about_ca_system_score_codex":0.06467281,"about_ca_system_score_gemma":0.09494059,"threshold_uncertainty_score":0.4692363},"labels":[],"label_agreement":null},{"id":"W184432878","doi":"","title":"Development of a Rear Underride Guard Specification for Heavy Vehicles","year":2004,"lang":"en","type":"article","venue":"10th World Conference on Transport ResearchWorld Conference on Transport Research SocietyIstanbul Technical University","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Crash; Trailer; Guard (computer science); Crash test; Engineering; Aeronautics; Automotive engineering; Computer science","score_opus":0.15571273104423144,"score_gpt":0.3327710322766893,"score_spread":0.17705830123245786,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W184432878","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22732577,0.0006245549,0.75362086,0.00027918335,0.00034334013,0.0017237106,0.0015750319,0.0030941928,0.011413367],"genre_scores_gemma":[0.54896027,0.0009879846,0.43229026,0.000185445,0.000074973585,0.00083665806,0.005632065,0.0010051776,0.010027127],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99633235,0.00039127914,0.00039768466,0.0002451291,0.0023018299,0.00033176978],"domain_scores_gemma":[0.99270403,0.0005643069,0.00075071445,0.0007529149,0.005002103,0.00022591626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0030459894,0.0010014871,0.00059544365,0.0014689015,0.00063853356,0.0010483039,0.0028884357,0.0008498985,0.0023358504],"category_scores_gemma":[0.004624406,0.0006724083,0.0007820246,0.00030342262,0.00049812027,0.0012878875,0.0010866983,0.0011419827,0.0012842059],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00132782,0.0009428133,0.027322777,0.0015146993,0.00008945667,0.001632797,0.0013941427,0.17084292,0.44918802,0.022367183,0.01626359,0.3071137],"study_design_scores_gemma":[0.00040168263,0.008485398,0.017895585,0.00078517414,0.00040054572,0.0019816505,0.0014557606,0.26087466,0.5126864,0.004080687,0.19056997,0.0003825429],"about_ca_topic_score_codex":0.00521769,"about_ca_topic_score_gemma":0.006015978,"teacher_disagreement_score":0.00521769,"about_ca_system_score_codex":0.00091301074,"about_ca_system_score_gemma":0.002891849,"threshold_uncertainty_score":0.01610893},"labels":[],"label_agreement":null},{"id":"W186106629","doi":"","title":"Improving Side Impact Protection: Response of the ES-2re and WorldSID in a Proposed Harmonized Pole Test","year":2006,"lang":"en","type":"article","venue":"Proceedings of the International Research Council on the Biomechanics of Injury conference","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Side impact; Crash; Motor vehicle crash; Engineering; Geography; Computer science; Poison control; Structural engineering","score_opus":0.05670233096351428,"score_gpt":0.2800328820887207,"score_spread":0.2233305511252064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W186106629","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9782581,0.00007897507,0.017713033,0.000059115813,0.000036227004,0.00015881206,0.00015502212,0.00017396691,0.0033667875],"genre_scores_gemma":[0.9898442,0.00004089299,0.007834946,0.00010057252,0.000008475871,0.00004739279,0.00031636818,0.000036921443,0.0017701591],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99733317,0.0005741505,0.00015295524,0.00034873688,0.0012455438,0.00034545737],"domain_scores_gemma":[0.9983063,0.00030743334,0.00017642025,0.00028446905,0.0007578842,0.0001676093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016193937,0.0008012814,0.0007199891,0.0007233456,0.00025843355,0.0004856657,0.0010051774,0.00090576574,0.0035668956],"category_scores_gemma":[0.0040153377,0.0002681572,0.0003506622,0.00031606335,0.00048886216,0.0007249149,0.0017920706,0.00037877183,0.0006634665],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.013376041,0.0013744079,0.088969365,0.0003687352,0.00015796778,0.00084209914,0.0008881054,0.023337428,0.7241949,0.0011498875,0.0016027702,0.14373828],"study_design_scores_gemma":[0.0007585387,0.044496838,0.28414482,0.00006983636,0.00023350058,0.0018004061,0.0015089057,0.067262955,0.5847682,0.0010345895,0.013740423,0.00018095835],"about_ca_topic_score_codex":0.00096047594,"about_ca_topic_score_gemma":0.0014372406,"teacher_disagreement_score":0.0035668956,"about_ca_system_score_codex":0.0002655038,"about_ca_system_score_gemma":0.00025978638,"threshold_uncertainty_score":0.011932433},"labels":[],"label_agreement":null},{"id":"W1898407564","doi":"10.1139/cjce-2013-0019","title":"Concrete bridge barriers reinforced with glass fibre-reinforced polymer: static tests and pendulum impacts","year":2013,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Pultrall","keywords":"Fibre-reinforced plastic; Materials science; Structural engineering; Christian ministry; Reinforced concrete; Bridge (graph theory); Composite material; Reinforcement; Glass fiber; Engineering","score_opus":0.004230379540954196,"score_gpt":0.17163548192899475,"score_spread":0.16740510238804054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1898407564","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992083,0.000053984102,0.00035529447,0.0000037940833,0.0000028685986,0.000019263996,0.000038177648,0.000011079042,0.0003072859],"genre_scores_gemma":[0.99775463,0.00012641602,0.00083864364,0.000007864976,0.0000026982434,0.000017640357,0.00012003086,0.0000066950456,0.0011253555],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992847,0.000056013523,0.000026594207,0.00007793115,0.00038506067,0.0001698223],"domain_scores_gemma":[0.99938667,0.000111950525,0.00008528159,0.00004982136,0.0002526181,0.00011364107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005245258,0.00076552713,0.0006005121,0.00086765765,0.00081554975,0.0003536747,0.00068848795,0.00064918265,0.0020070213],"category_scores_gemma":[0.0005679787,0.00046203684,0.00045452776,0.0005769858,0.0005821502,0.00048757726,0.0006124647,0.00052314275,0.00030132337],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043227812,0.0002656987,0.003739199,0.000082262384,0.000011149492,0.00026398298,0.00037863344,0.0020981547,0.98903334,0.00006257845,0.000045692865,0.003587126],"study_design_scores_gemma":[0.00004835638,0.008515639,0.06126466,0.000015913638,0.000040276733,0.0002662913,0.00059453986,0.0036712189,0.9248314,0.000028431643,0.00068623776,0.000037108668],"about_ca_topic_score_codex":0.01538989,"about_ca_topic_score_gemma":0.029902298,"teacher_disagreement_score":0.01538989,"about_ca_system_score_codex":0.00074661506,"about_ca_system_score_gemma":0.0006791588,"threshold_uncertainty_score":0.030600607},"labels":[],"label_agreement":null},{"id":"W19065724","doi":"10.1007/978-3-642-33805-2_8","title":"The Initial Velocity Value of Coach in Frontal Impact Research","year":2012,"lang":"en","type":"book-chapter","venue":"Lecture notes in electrical engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Collision; Deformation (meteorology); Research Object; Impact; Engineering; Simulation; Finite element method; Front (military); Value (mathematics); Structural engineering; Computer science; Mechanical engineering; Mathematics; Physics; Statistics; Computer security; Meteorology; Geography","score_opus":0.0223882563330803,"score_gpt":0.29452534676570935,"score_spread":0.27213709043262907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W19065724","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19418538,0.009613048,0.5867612,0.0022583944,0.0011630013,0.00019415122,0.0003536328,0.00034567784,0.2051256],"genre_scores_gemma":[0.88453007,0.0031984723,0.040042877,0.00018714447,0.00019534116,0.00008804456,0.00024534497,0.00041015437,0.07110255],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99955887,0.000102207465,0.000020951069,0.00009235162,0.00013443657,0.00009117669],"domain_scores_gemma":[0.9989531,0.00049058587,0.000046404526,0.00011100572,0.00029096776,0.00010789962],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011577312,0.00087118556,0.0006324596,0.001873258,0.001165772,0.0030970988,0.0018257328,0.0017951551,0.006303779],"category_scores_gemma":[0.00545479,0.0005187231,0.00047793405,0.0013876687,0.0026197422,0.0042803483,0.0017206225,0.0027750875,0.0009753202],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031194813,0.00011950407,0.0012999538,0.0003005567,0.000022625449,0.00035940416,0.00074301224,0.06486168,0.015114534,0.8213146,0.0042908317,0.09126132],"study_design_scores_gemma":[0.000036309062,0.00016991793,0.0031404032,0.00031008472,0.000030325611,0.0004371874,0.0014477113,0.3689751,0.025711156,0.5793812,0.020214232,0.00014624838],"about_ca_topic_score_codex":0.0048786965,"about_ca_topic_score_gemma":0.003591194,"teacher_disagreement_score":0.006303779,"about_ca_system_score_codex":0.0014838503,"about_ca_system_score_gemma":0.0008853029,"threshold_uncertainty_score":0.021088243},"labels":[],"label_agreement":null},{"id":"W1950908851","doi":"","title":"Crash pulse data from event data recorders in rigid barrier tests","year":2011,"lang":"en","type":"article","venue":"22nd International Technical Conference on the Enhanced Safety of Vehicles (ESV)National Highway Traffic Safety Administration","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Crash; Instrumentation (computer programming); Data collection; Event (particle physics); Event data; Real-time data; Engineering; Computer science; Real-time computing; Timestamp; Operating system","score_opus":0.09218356817439063,"score_gpt":0.3133949143949865,"score_spread":0.22121134622059588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1950908851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97177076,0.0001979478,0.014622952,0.00007719427,0.000051138923,0.00027966805,0.0074095866,0.0004533629,0.005137414],"genre_scores_gemma":[0.97845685,0.00014475168,0.009643258,0.000046571215,0.000026206953,0.00021254404,0.009832516,0.000072950825,0.0015642726],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9951432,0.0010817964,0.00055349636,0.0006949997,0.0023167764,0.00020983603],"domain_scores_gemma":[0.9918358,0.0024394107,0.0014812921,0.0011377406,0.0029571105,0.00014866484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0029345904,0.00044964557,0.00046820712,0.0023218554,0.0003313914,0.00086723495,0.0009161548,0.0008152665,0.0018756371],"category_scores_gemma":[0.01211667,0.00021339906,0.00035796064,0.002869492,0.00029006597,0.00084744825,0.0006680981,0.00042480748,0.0010798923],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0045482614,0.0016211923,0.73347086,0.0009906818,0.00034716193,0.0010865476,0.0016622854,0.019223638,0.050855167,0.0010747543,0.006381319,0.17873813],"study_design_scores_gemma":[0.00010690291,0.0018133391,0.9216954,0.00008472498,0.0001898022,0.0008666807,0.001503632,0.02272141,0.04479823,0.00042510088,0.005686968,0.00010770982],"about_ca_topic_score_codex":0.0053749536,"about_ca_topic_score_gemma":0.007273095,"teacher_disagreement_score":0.0053749536,"about_ca_system_score_codex":0.00041125683,"about_ca_system_score_gemma":0.00044240823,"threshold_uncertainty_score":0.015519798},"labels":[],"label_agreement":null},{"id":"W1957329352","doi":"","title":"Improving Crosswalk Safety: Rectangular Rapid-Flashing Beacon (RRFB) Trial in Calgary","year":2013,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Schema crosswalk; Pedestrian; Transport engineering; Engineering; Overhead (engineering); Telecommunications; Electrical engineering","score_opus":0.005924561376675886,"score_gpt":0.1973091972911271,"score_spread":0.1913846359144512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1957329352","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99546576,0.0005788994,0.00015780961,0.00045453612,0.00007211668,0.0018731003,0.00022740541,0.00003392516,0.0011363843],"genre_scores_gemma":[0.98981583,0.0023299758,0.0015446141,0.0010728646,0.00012009046,0.0017437718,0.0006010453,0.00001604846,0.0027557632],"study_design_codex":"design_other","study_design_gemma":"nonrandomized_trial","domain_scores_codex":[0.9992041,0.00027102983,0.000036250385,0.00012825358,0.00010144339,0.00025894053],"domain_scores_gemma":[0.9992393,0.00009807282,0.0000753621,0.000042935244,0.00010500277,0.00043930224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017084627,0.0010141593,0.0011547919,0.0005089149,0.0013854344,0.0006924394,0.0013694083,0.0013814357,0.0024004665],"category_scores_gemma":[0.0016889217,0.00060883595,0.00066283066,0.0007422617,0.0011943472,0.0005180612,0.0010578965,0.0025240807,0.0003554669],"study_design_candidate":"nonrandomized_trial","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.33424214,0.2542165,0.036820557,0.0021442622,0.0018498539,0.001363364,0.004800827,0.0040532923,0.0139110675,0.00063251995,0.0055618254,0.34040383],"study_design_scores_gemma":[0.1246824,0.7451518,0.12202723,0.00016324481,0.00044948343,0.000079301615,0.0020234366,0.0010319368,0.0010658074,0.0001201193,0.0031530336,0.000052134896],"about_ca_topic_score_codex":0.16612549,"about_ca_topic_score_gemma":0.31356183,"teacher_disagreement_score":0.8338745,"about_ca_system_score_codex":0.0032048144,"about_ca_system_score_gemma":0.004674751,"threshold_uncertainty_score":0.33031702},"labels":[],"label_agreement":null},{"id":"W1964468859","doi":"10.4271/2013-01-0764","title":"Idealized Vehicle Crash Test Pulses for Advanced Batteries","year":2013,"lang":"en","type":"article","venue":"SAE International Journal of Transportation Safety","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Chrysler (Canada)","funders":"","keywords":"Test (biology); Crash; Motor vehicle crash; Automotive engineering; Crash test; Crashworthiness; Aeronautics; Computer science; Engineering; Forensic engineering; Medicine; Poison control; Human factors and ergonomics; Medical emergency","score_opus":0.006890565854543937,"score_gpt":0.24388112683131516,"score_spread":0.23699056097677124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964468859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9552466,0.0001445705,0.033357896,0.00007468035,0.000061730185,0.00048454126,0.0015927836,0.0005848982,0.008452271],"genre_scores_gemma":[0.98928726,0.00008153524,0.006836573,0.000055431665,0.000012889299,0.00023425324,0.0010594332,0.000042430056,0.002390158],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924505,0.00016237839,0.000053022395,0.00008009916,0.00037251328,0.00008699425],"domain_scores_gemma":[0.99895525,0.00021834856,0.00008285546,0.000116697935,0.00057132717,0.00005546073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069479103,0.00036621565,0.00026613942,0.0006536124,0.00029826627,0.0003315753,0.0007728592,0.00040891266,0.00372321],"category_scores_gemma":[0.0016886605,0.0001904629,0.0001880777,0.0004064605,0.00024951118,0.00051431597,0.00047387893,0.00030553647,0.0006520933],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.009701864,0.0016071321,0.10390149,0.0006202182,0.000107473126,0.001699509,0.001511566,0.06921353,0.64069057,0.0049529406,0.010559367,0.15543437],"study_design_scores_gemma":[0.00040187707,0.016359076,0.20059992,0.00008276665,0.00014837425,0.0015316716,0.0014528888,0.08437476,0.66967326,0.002265623,0.022902906,0.0002068471],"about_ca_topic_score_codex":0.0015748267,"about_ca_topic_score_gemma":0.0033375607,"teacher_disagreement_score":0.00372321,"about_ca_system_score_codex":0.0005429581,"about_ca_system_score_gemma":0.0003747372,"threshold_uncertainty_score":0.012455344},"labels":[],"label_agreement":null},{"id":"W1968926872","doi":"10.1139/l03-034","title":"A framework to proactively consider road safety within the road planning process","year":2003,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"SAFER; Obstacle; Audit; Process (computing); Risk analysis (engineering); Transport engineering; Plan (archaeology); Key (lock); Engineering; Computer science; Business; Computer security","score_opus":0.013271408232996855,"score_gpt":0.22970498926251198,"score_spread":0.21643358102951513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968926872","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0023112267,0.00056730356,0.958827,0.010038348,0.00018765776,0.0005448272,0.00007338957,0.0008437262,0.026606573],"genre_scores_gemma":[0.05786626,0.00057585107,0.93618184,0.0005353264,0.0000870154,0.00062465615,0.00014073534,0.00006962553,0.0039186575],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99136204,0.005404214,0.00055166305,0.0008045519,0.0012125383,0.00066499336],"domain_scores_gemma":[0.9921813,0.00369708,0.0006997633,0.00068030256,0.001435127,0.0013064226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.016523086,0.0017750401,0.0007266561,0.0035791935,0.0038779671,0.010350621,0.004033876,0.0062280796,0.006212625],"category_scores_gemma":[0.011628943,0.0011379773,0.0020625186,0.0021713956,0.0094725005,0.01241962,0.006815438,0.0053506508,0.0021798946],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003493627,0.00019769241,0.0012210243,0.00039931422,0.00005349561,0.0006453083,0.007861685,0.03301493,0.0013027955,0.8764705,0.007695284,0.07110304],"study_design_scores_gemma":[0.00009413961,0.00018524226,0.00071436673,0.0010446737,0.00010189719,0.0007963232,0.00685335,0.11759274,0.0015118555,0.6661807,0.20476054,0.00016420883],"about_ca_topic_score_codex":0.01707335,"about_ca_topic_score_gemma":0.019186193,"teacher_disagreement_score":0.01707335,"about_ca_system_score_codex":0.004507055,"about_ca_system_score_gemma":0.017440237,"threshold_uncertainty_score":0.08738345},"labels":[],"label_agreement":null},{"id":"W1977217436","doi":"10.1115/imece2008-66760","title":"An Efficient Crashworthiness Design Optimization Approach for Frontal Automobile Structures","year":2008,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Crashworthiness; Nonlinear system; Finite element method; Process (computing); Computer science; Engineering design process; Design process; Engineering; Structural engineering; Work in process; Mechanical engineering","score_opus":0.017558453934116876,"score_gpt":0.2226250396046164,"score_spread":0.20506658567049954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977217436","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0035191262,0.00006166907,0.99476033,0.000029072065,0.0000071907093,0.0000361182,0.000015169257,0.00007732452,0.0014939107],"genre_scores_gemma":[0.30515125,0.00044636725,0.68615526,0.00009343045,0.0000649028,0.00061215536,0.00016842116,0.0002312258,0.0070770485],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997825,0.000054129603,0.000009088032,0.00003144374,0.000103818835,0.000019092611],"domain_scores_gemma":[0.99981946,0.00008699563,0.000015963837,0.000016360686,0.000054846845,0.0000063615894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004903752,0.0011241458,0.00084713585,0.00059462385,0.00044028822,0.00046553247,0.00069092686,0.00086902577,0.003336988],"category_scores_gemma":[0.00078016706,0.00045796265,0.000763984,0.00040072433,0.00035835276,0.00041173815,0.000723969,0.00070831843,0.00052606274],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018114106,0.00004076662,0.00018474733,0.000084720006,0.000021842865,0.00004627073,0.000038826467,0.93825805,0.0057113627,0.008278525,0.0006383473,0.04667843],"study_design_scores_gemma":[0.0000072711473,0.000035009685,0.00007348181,0.000003872749,0.0000070271635,0.000014688851,0.0000063911334,0.9964929,0.00069288653,0.0017035727,0.00095926,0.0000036453976],"about_ca_topic_score_codex":0.0027073969,"about_ca_topic_score_gemma":0.003087708,"teacher_disagreement_score":0.003336988,"about_ca_system_score_codex":0.00038567904,"about_ca_system_score_gemma":0.0008702654,"threshold_uncertainty_score":0.011163354},"labels":[],"label_agreement":null},{"id":"W1981567021","doi":"10.1243/09544070360729400","title":"Observations on the energy absorption characteristics of a three-spoke steering wheel armature during impact","year":2003,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part D Journal of Automobile Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Armature (electrical engineering); Finite element method; Mechanics; Impact energy; Structural engineering; Engineering; Mechanical engineering; Physics; Magnet","score_opus":0.01167482389910361,"score_gpt":0.19633428041920623,"score_spread":0.18465945652010263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981567021","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957361,0.000029537632,0.0036972621,0.000008313875,0.0000016873853,0.000006269648,0.000030439065,0.000057774818,0.00043271878],"genre_scores_gemma":[0.99933064,0.000016561375,0.00038424824,0.0000028485165,4.230741e-7,0.000003154076,0.00003857188,0.00000730379,0.00021621797],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997693,0.00002028146,0.00001207371,0.000024414187,0.00011223438,0.00006174272],"domain_scores_gemma":[0.99940026,0.00029668005,0.00006641345,0.00006443523,0.00013761752,0.00003465015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002704895,0.00028873634,0.00041510205,0.0006113391,0.0003679945,0.000306937,0.0003239917,0.00045014027,0.0014586757],"category_scores_gemma":[0.0009103059,0.00022554878,0.00027293336,0.00030288272,0.00048443608,0.00033126032,0.00031605037,0.00036041578,0.00025344352],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008786929,0.000106031584,0.01691614,0.00012605535,0.000022369344,0.0005858002,0.0006312991,0.03126882,0.93592376,0.00017664558,0.00008569838,0.013278759],"study_design_scores_gemma":[0.000034104807,0.0015149497,0.13965344,0.000031850228,0.000050295643,0.0007590401,0.0013176487,0.100340635,0.75492066,0.00023440906,0.0010789019,0.000064126485],"about_ca_topic_score_codex":0.0011796481,"about_ca_topic_score_gemma":0.0018454434,"teacher_disagreement_score":0.0014586757,"about_ca_system_score_codex":0.00018977912,"about_ca_system_score_gemma":0.00014616121,"threshold_uncertainty_score":0.0048797727},"labels":[],"label_agreement":null},{"id":"W1982295584","doi":"10.5762/kais.2011.12.4.1515","title":"A Study on the Correlation Improvement between FEA and Test for a Pedestrian Lower Legform Impact","year":2011,"lang":"en","type":"article","venue":"Journal of the Korea Academia-Industrial cooperation Society","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Impact","funders":"","keywords":"Pedestrian; Finite element method; Structural engineering; Displacement (psychology); Bending; Test (biology); Engineering; Computer science; Simulation; Transport engineering; Geology","score_opus":0.08674529669257318,"score_gpt":0.28534714288686064,"score_spread":0.19860184619428745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982295584","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71421754,0.0004657011,0.27436453,0.0001870685,0.00016481442,0.00013755732,0.00025137898,0.0018291229,0.008382277],"genre_scores_gemma":[0.9574584,0.00010263772,0.040070243,0.000035547924,0.000014959849,0.000039866158,0.00018193829,0.00007012975,0.0020263167],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99849916,0.0002324023,0.000088288994,0.00021663867,0.00086989236,0.000093625036],"domain_scores_gemma":[0.99377394,0.0020090342,0.0003100925,0.00070188247,0.0030899388,0.00011504813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023685454,0.00075071986,0.00038212977,0.0016080339,0.0004940804,0.00044195805,0.00066757016,0.0006553977,0.0023172926],"category_scores_gemma":[0.0072073247,0.00033743033,0.00034975455,0.00076107774,0.0004099395,0.00056877104,0.00046582185,0.0004196283,0.0004498256],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018578551,0.00075116556,0.10509512,0.00062904577,0.0001352052,0.0007912792,0.0013858685,0.10688185,0.31543264,0.0030001896,0.0032117593,0.46082807],"study_design_scores_gemma":[0.00004492745,0.0017894406,0.10433103,0.000100961326,0.00015279376,0.00070915866,0.0006686578,0.64614767,0.23785482,0.0005648126,0.0075128046,0.00012295977],"about_ca_topic_score_codex":0.003975635,"about_ca_topic_score_gemma":0.0053772232,"teacher_disagreement_score":0.003975635,"about_ca_system_score_codex":0.000509059,"about_ca_system_score_gemma":0.0005352431,"threshold_uncertainty_score":0.0125261545},"labels":[],"label_agreement":null},{"id":"W1990552333","doi":"10.1115/imece2011-65830","title":"Enhancement of Vehicle/Roadside Hardware Crash: Dynamic Response of Child Occupant Involved in Vehicle/Pole Impact","year":2011,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor; Toronto Metropolitan University","funders":"National Highway Traffic Safety Administration; Federal Highway Administration; Transport Canada","keywords":"Crash; Automotive engineering; LS-DYNA; Finite element method; Computer science; Structural engineering; Engineering","score_opus":0.01466751342350931,"score_gpt":0.24539654512088357,"score_spread":0.23072903169737427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990552333","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992661,0.000018448192,0.000389556,0.000005139943,8.930995e-7,0.0000036076037,0.000038312224,0.000007365802,0.00027066463],"genre_scores_gemma":[0.99950886,0.000027052969,0.00016045828,0.000003683506,8.571194e-7,0.0000029589448,0.000060706225,0.0000022091797,0.00023326291],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999473,0.0000085722195,0.0000019626711,0.000008222215,0.00001613882,0.00001783946],"domain_scores_gemma":[0.99987876,0.000026637896,0.00002961538,0.0000065051768,0.00003504519,0.00002342805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007761356,0.00020267772,0.0001542598,0.00021478307,0.00010056889,0.00013838809,0.0001091968,0.00020882135,0.0019932683],"category_scores_gemma":[0.00046921129,0.00008919244,0.00011808551,0.0000958128,0.00007707485,0.00008006051,0.00015592898,0.000090753405,0.0003237425],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002424439,0.00040479863,0.68232375,0.00018001143,0.000068266265,0.002871535,0.0011595945,0.010245715,0.25912762,0.0001413043,0.0007092834,0.04034367],"study_design_scores_gemma":[0.000008381785,0.0012451506,0.9604567,0.000012197473,0.0000308729,0.0015636735,0.0012294477,0.012131656,0.022577643,0.00005096395,0.00067782035,0.000015344853],"about_ca_topic_score_codex":0.0025447952,"about_ca_topic_score_gemma":0.002723371,"teacher_disagreement_score":0.0025447952,"about_ca_system_score_codex":0.00009137437,"about_ca_system_score_gemma":0.00011603193,"threshold_uncertainty_score":0.0066681504},"labels":[],"label_agreement":null},{"id":"W1991556154","doi":"10.1007/bf02831776","title":"Development of potential measures to evaluate the safety of curves in rural highways","year":2003,"lang":"en","type":"article","venue":"KSCE Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Trajectory; Path (computing); RADIUS; Field (mathematics); Transport engineering; Engineering; Computer science; Mathematics; Physics","score_opus":0.010907066894518576,"score_gpt":0.21709390009659482,"score_spread":0.20618683320207626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991556154","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9014363,0.00021062692,0.08258385,0.00021426029,0.000020136024,0.0005215965,0.0010194761,0.00028715853,0.013706546],"genre_scores_gemma":[0.9767755,0.00006313841,0.021888023,0.000009941676,0.00000402819,0.00012444382,0.00027548757,0.000008739585,0.0008505813],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99778193,0.001193202,0.00008011363,0.00015490672,0.00067684357,0.00011302565],"domain_scores_gemma":[0.99363786,0.0016635786,0.0008575243,0.00033402303,0.0032343562,0.00027273217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027964222,0.0008716938,0.0003628124,0.0032411134,0.00053705496,0.0009201027,0.0010281134,0.0006970496,0.0020327826],"category_scores_gemma":[0.0075712404,0.00018802802,0.00041560567,0.0016787705,0.00056357624,0.0014342647,0.0007196736,0.00035702696,0.00042612862],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012956624,0.001247063,0.536222,0.000419786,0.00018014423,0.00019004045,0.0010226656,0.11135209,0.026885988,0.01010693,0.0013682574,0.3097095],"study_design_scores_gemma":[0.00023082973,0.013425355,0.52866215,0.00017843758,0.0002732732,0.000331509,0.0055846176,0.36581293,0.061675612,0.0137324305,0.009924169,0.00016868355],"about_ca_topic_score_codex":0.0072204242,"about_ca_topic_score_gemma":0.009642797,"teacher_disagreement_score":0.0072204242,"about_ca_system_score_codex":0.0010908766,"about_ca_system_score_gemma":0.0012626745,"threshold_uncertainty_score":0.014789104},"labels":[],"label_agreement":null},{"id":"W1991994950","doi":"10.1520/jai12851","title":"Fire Testing of Electrical and Optical Fiber Cables for Transportation Vehicles, Especially in North America","year":2005,"lang":"en","type":"article","venue":"Journal of ASTM International","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Coast guard; Aviation; Fire protection; Administration (probate law); Work (physics); Transport engineering; Business; Engineering; Civil engineering; Marine engineering; Political science; Aerospace engineering","score_opus":0.009731336450734922,"score_gpt":0.23078421678070024,"score_spread":0.2210528803299653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991994950","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98985916,0.00046548492,0.0018885223,0.00019919226,0.000026250947,0.00006328732,0.00022923216,0.00005369343,0.0072153015],"genre_scores_gemma":[0.9927921,0.00033284206,0.0024026793,0.00014276066,0.000012291871,0.00003977522,0.00032554567,0.000016093923,0.003935883],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99922645,0.00016058913,0.000042314263,0.00013482396,0.00034164198,0.000094269446],"domain_scores_gemma":[0.99668103,0.00056419364,0.00048496606,0.00009155106,0.0019583332,0.0002199598],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009758994,0.00021681491,0.00010295181,0.0010259583,0.0010737511,0.00033620774,0.00043611566,0.00035455378,0.0009402986],"category_scores_gemma":[0.0015080192,0.000121166384,0.00012608132,0.00067426986,0.0004474054,0.0006488421,0.0002982637,0.00026785518,0.00015236072],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000645741,0.0004966869,0.790838,0.00018230575,0.00005286728,0.0016345656,0.0020769094,0.0038057708,0.08570685,0.00080490403,0.003385949,0.11036946],"study_design_scores_gemma":[0.000026407073,0.0009232217,0.92792255,0.00008374091,0.00004659901,0.0013300122,0.0048411307,0.004178772,0.0407801,0.00033047475,0.01950634,0.00003070727],"about_ca_topic_score_codex":0.08820956,"about_ca_topic_score_gemma":0.22766124,"teacher_disagreement_score":0.91179043,"about_ca_system_score_codex":0.0015528705,"about_ca_system_score_gemma":0.0011813202,"threshold_uncertainty_score":0.17539227},"labels":[],"label_agreement":null},{"id":"W1993075194","doi":"10.1080/13588265.2013.801292","title":"A methodology for improving structural robustness in frontal car-to-car crash scenarios","year":2013,"lang":"en","type":"article","venue":"International Journal of Crashworthiness","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"McMaster University","keywords":"Crashworthiness; Crash; Oblique case; Offset (computer science); Collision; Airbag; Robustness (evolution); Engineering; Poison control; Automotive engineering; Finite element method; Computer science; Structural engineering; Computer security","score_opus":0.01938916360036686,"score_gpt":0.28570626696134177,"score_spread":0.2663171033609749,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993075194","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01567092,0.000045214314,0.98245484,0.00003124425,0.000010784243,0.00019890448,0.000065459135,0.000712935,0.0008097301],"genre_scores_gemma":[0.19264889,0.00008072966,0.80588603,0.000029356504,0.000010652561,0.00034625747,0.0002300283,0.0002005252,0.0005675813],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984047,0.00044224382,0.00015445492,0.00023038575,0.00066033285,0.00010794544],"domain_scores_gemma":[0.99550617,0.0016952847,0.0007493988,0.0006272129,0.0013216711,0.00010026978],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0038053293,0.0015683868,0.00075024925,0.0025822548,0.00068207993,0.0009993479,0.0017410931,0.0011736071,0.0031213567],"category_scores_gemma":[0.010739006,0.00084047596,0.0012015416,0.0007874363,0.00067183626,0.0010878319,0.0015962853,0.0010903707,0.0006738664],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015935609,0.00031471273,0.0071195527,0.00039760224,0.00018972666,0.00023100337,0.00033494865,0.6425393,0.07837328,0.008397032,0.0009035502,0.26103988],"study_design_scores_gemma":[0.000018194647,0.0003004112,0.0016708279,0.00004511209,0.0000444251,0.00015219772,0.000094002215,0.9765927,0.016723488,0.0025381374,0.0017837348,0.000036777798],"about_ca_topic_score_codex":0.0024464119,"about_ca_topic_score_gemma":0.0030577062,"teacher_disagreement_score":0.0038053293,"about_ca_system_score_codex":0.00046133707,"about_ca_system_score_gemma":0.0011470349,"threshold_uncertainty_score":0.020124733},"labels":[],"label_agreement":null},{"id":"W2001401232","doi":"10.1016/j.aap.2012.03.008","title":"Evaluating safety risk of locating above ground utility structures in the highway right-of-way","year":2012,"lang":"en","type":"article","venue":"Accident Analysis & Prevention","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Heuristics; Collision; Engineering; Offset (computer science); Poison control; Transport engineering; Process (computing); Risk analysis (engineering); Computer science; Computer security","score_opus":0.026790943515044366,"score_gpt":0.3201066912957447,"score_spread":0.29331574778070035,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001401232","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957301,0.00002971361,0.003466488,0.000024397408,0.0000031930065,0.000026989328,0.00006594894,0.000018716206,0.00063447276],"genre_scores_gemma":[0.9988174,0.000017118737,0.0008344646,0.0000022797117,0.0000012983163,0.0000034671527,0.00006740839,0.000002612982,0.00025393994],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99866116,0.0005825932,0.00006901102,0.00018240893,0.0003160412,0.00018874886],"domain_scores_gemma":[0.9930143,0.005081035,0.00082371465,0.00029726498,0.0005658588,0.00021800015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019754253,0.00069509994,0.000489923,0.001051713,0.0004012356,0.0009697127,0.0006952016,0.0010578829,0.0017099573],"category_scores_gemma":[0.011057718,0.00034254498,0.0008250315,0.0004102568,0.0004609028,0.0011674373,0.00057753385,0.000348381,0.00019818381],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0040120203,0.0007434884,0.21905413,0.00007280376,0.00035672862,0.0009359303,0.00019211166,0.7388429,0.009230543,0.0017836201,0.00023674758,0.024538957],"study_design_scores_gemma":[0.00010013167,0.004152561,0.07459451,0.000017243357,0.00048126816,0.00042217434,0.00080156646,0.904059,0.013297165,0.0018213522,0.00020236569,0.000050666018],"about_ca_topic_score_codex":0.013106837,"about_ca_topic_score_gemma":0.009567032,"teacher_disagreement_score":0.013106837,"about_ca_system_score_codex":0.0011483654,"about_ca_system_score_gemma":0.0010715318,"threshold_uncertainty_score":0.026061058},"labels":[],"label_agreement":null},{"id":"W2001777058","doi":"10.4028/www.scientific.net/amm.117-119.1383","title":"The Thickness Testing Technology of the Metal Base and Anticorrosion for Double Coating Corrugated Sheet Steel Beams for Guardrail","year":2011,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Coating; Sheet metal; Structural engineering; Base (topology); Materials science; Base metal; Sheet steel; Engineering; Metallurgy; Composite material","score_opus":0.026974248453392448,"score_gpt":0.21458321408894043,"score_spread":0.187608965635548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001777058","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7738996,0.0011919539,0.21572539,0.000215854,0.0002500576,0.00017203162,0.00029685674,0.00109679,0.0071515664],"genre_scores_gemma":[0.9029324,0.000395182,0.09346262,0.000078563855,0.000022426428,0.000079677186,0.00014462983,0.00006297174,0.0028215249],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99882954,0.00008124469,0.00005703764,0.00014079546,0.00082941365,0.00006190255],"domain_scores_gemma":[0.9986456,0.00018668223,0.00022260076,0.00014649726,0.00073482044,0.00006387346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006327182,0.00069024734,0.00032687272,0.0009425077,0.00045752476,0.0002596393,0.00082673726,0.0005256031,0.0013262711],"category_scores_gemma":[0.0012122281,0.00039888915,0.00032270898,0.00042881686,0.0004260513,0.0007539741,0.00042960205,0.00048180055,0.00026511424],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000087787164,0.000016397962,0.004008328,0.00014179235,0.000012242134,0.00012952839,0.00025309203,0.0004900108,0.9714228,0.000388713,0.0002692897,0.02278007],"study_design_scores_gemma":[0.000016432019,0.0006136585,0.018825619,0.000019218507,0.00006203018,0.0008681259,0.00019893622,0.009354709,0.9666399,0.00014635033,0.003196989,0.000058089245],"about_ca_topic_score_codex":0.0017109555,"about_ca_topic_score_gemma":0.003713597,"teacher_disagreement_score":0.0017109555,"about_ca_system_score_codex":0.00033235198,"about_ca_system_score_gemma":0.0005578798,"threshold_uncertainty_score":0.004436791},"labels":[],"label_agreement":null},{"id":"W2003403820","doi":"10.1115/sbc2011-53287","title":"Evaluation of Energy Attenuating Floor Mats for Protection of Lower Limbs From Anti-Vehicular Landmines","year":2011,"lang":"en","type":"article","venue":"ASME 2011 Summer Bioengineering Conference, Parts A and B","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University; McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; General Dynamics Land Systems","keywords":"Hull; Impulse (physics); Acceleration; Engineering; Automotive engineering; Marine engineering; Environmental science; Forensic engineering; Physics","score_opus":0.07578084570208676,"score_gpt":0.24340655276966855,"score_spread":0.1676257070675818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003403820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99530894,0.0012650649,0.0027025978,0.000036751342,0.000054986456,0.000064051055,0.000036483394,0.00002634661,0.00050490955],"genre_scores_gemma":[0.9942926,0.00087227,0.0037523666,0.00004949122,0.000009328259,0.00004332018,0.00004328326,0.000010693066,0.0009266468],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975055,0.000043759745,0.0000144776295,0.000038763956,0.00010513667,0.00004735506],"domain_scores_gemma":[0.99963474,0.00010092731,0.000065938366,0.000021000611,0.00011367545,0.000063677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036115097,0.00043653802,0.0004433854,0.00042242228,0.00024691815,0.0004636764,0.0005788992,0.0005580633,0.0016245006],"category_scores_gemma":[0.00076327194,0.00024224394,0.0003528163,0.00015369306,0.00024377891,0.0003139084,0.00025856073,0.00021381007,0.00028174516],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026944685,0.00068707595,0.0022264894,0.0004901237,0.000039605024,0.00017758511,0.00010500779,0.0017420744,0.9684333,0.00005961514,0.0001280246,0.023216665],"study_design_scores_gemma":[0.0002194887,0.032168802,0.024556635,0.0001239876,0.00035062825,0.0003541681,0.00059871346,0.010144667,0.9292888,0.00010031748,0.0020592273,0.0000345896],"about_ca_topic_score_codex":0.00036272456,"about_ca_topic_score_gemma":0.00086520944,"teacher_disagreement_score":0.0016245006,"about_ca_system_score_codex":0.00015485592,"about_ca_system_score_gemma":0.00020126997,"threshold_uncertainty_score":0.0054344535},"labels":[],"label_agreement":null},{"id":"W2004831265","doi":"10.4271/2015-01-0637","title":"Simulation of Vehicle Pothole Test and Techniques Used","year":2015,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Chrysler (Canada)","funders":"","keywords":"Pothole (geology); Computer science; Test (biology); Simulation; Geology","score_opus":0.017408193782283376,"score_gpt":0.25664201057499664,"score_spread":0.23923381679271327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004831265","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75550544,0.00028382195,0.1803019,0.00030811786,0.00024824258,0.00061008445,0.006936259,0.004523421,0.05128271],"genre_scores_gemma":[0.9798448,0.00012863953,0.012466234,0.000022817196,0.0000037718323,0.00019862462,0.001766615,0.0000795577,0.0054889345],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972993,0.000032064152,0.000013984244,0.00004245696,0.00012692423,0.0000547189],"domain_scores_gemma":[0.9996394,0.0001223238,0.000026941127,0.000064337655,0.000120636665,0.000026445094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002449971,0.0005400013,0.00036959845,0.0005643616,0.00040329483,0.0005299152,0.0009985133,0.0006772646,0.0066169035],"category_scores_gemma":[0.0007647335,0.00021477118,0.00045317103,0.00049561437,0.00030031215,0.0005375722,0.00037691928,0.00042948066,0.000973642],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019969746,0.00010907615,0.0043640137,0.00012658098,0.000018502024,0.0002493011,0.0000908046,0.95977235,0.0140180625,0.0020010155,0.0017899068,0.01726065],"study_design_scores_gemma":[0.000037012232,0.00023073843,0.0028898665,0.000014416889,0.000017471142,0.0000837087,0.00010519949,0.97563386,0.016171299,0.00072441425,0.004062861,0.000029251734],"about_ca_topic_score_codex":0.0121283475,"about_ca_topic_score_gemma":0.0073976414,"teacher_disagreement_score":0.0121283475,"about_ca_system_score_codex":0.00056449446,"about_ca_system_score_gemma":0.0006112975,"threshold_uncertainty_score":0.024115503},"labels":[],"label_agreement":null},{"id":"W2005972580","doi":"10.1115/imece2006-13330","title":"Development of a Draft Heavy Vehicle Rear Underride Guard Specification","year":2006,"lang":"en","type":"article","venue":"Design Engineering and Computers and Information in Engineering, Parts A and B","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Guard (computer science); Crash; Trailer; Crash test; Engineering; Motor vehicle crash; Aeronautics; Automotive engineering; Computer science; Poison control; Human factors and ergonomics","score_opus":0.006972089986398537,"score_gpt":0.16642484132367083,"score_spread":0.1594527513372723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005972580","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26766664,0.00042834337,0.70393306,0.0003424014,0.00032107774,0.0026886368,0.00246498,0.003556268,0.01859853],"genre_scores_gemma":[0.5466789,0.00083396374,0.42361093,0.00024155751,0.00007195023,0.0012672434,0.0083907265,0.0010901279,0.017814597],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9961649,0.00037939838,0.00037511883,0.00022553897,0.0025175775,0.00033749396],"domain_scores_gemma":[0.9931502,0.000529729,0.0005931877,0.00076110894,0.0047049765,0.00026095565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002798016,0.000791928,0.00052041904,0.0012967507,0.00060830114,0.0008966783,0.0025138562,0.00077209255,0.0029563056],"category_scores_gemma":[0.0042473935,0.00058134564,0.0007079624,0.00029571794,0.000503067,0.001112971,0.0011301882,0.0011614929,0.0015387139],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014560607,0.0010562699,0.030189322,0.0012413319,0.00008642883,0.0020367028,0.0019055523,0.14561172,0.42646632,0.029326143,0.02239933,0.33822477],"study_design_scores_gemma":[0.00047978573,0.00940337,0.021773722,0.00077168294,0.00035771265,0.0021450524,0.001728294,0.18485346,0.4656521,0.004324305,0.30816457,0.00034602752],"about_ca_topic_score_codex":0.0058803638,"about_ca_topic_score_gemma":0.006837383,"teacher_disagreement_score":0.0058803638,"about_ca_system_score_codex":0.0009675924,"about_ca_system_score_gemma":0.003735337,"threshold_uncertainty_score":0.014797509},"labels":[],"label_agreement":null},{"id":"W2006986487","doi":"10.1061/(asce)be.1943-5592.0000584","title":"Repair of GFRP-Reinforced Concrete Bridge Barriers","year":2014,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Manitoba","funders":"","keywords":"Fibre-reinforced plastic; Bridge (graph theory); Structural engineering; Materials science; Forensic engineering; Engineering","score_opus":0.006078375275249281,"score_gpt":0.19766929489218854,"score_spread":0.19159091961693925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006986487","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953779,0.00018016178,0.0040734527,0.000006521496,0.0000070124424,0.000027598364,0.000031499658,0.000069034846,0.00022677702],"genre_scores_gemma":[0.99336493,0.00015722342,0.0055270093,0.0000058084943,0.0000014768195,0.000012357477,0.00007762213,0.000011674057,0.0008419979],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995184,0.00005042312,0.000030717983,0.00009838709,0.00020732156,0.00009473613],"domain_scores_gemma":[0.99943894,0.000053954765,0.00022907116,0.00011359825,0.000111902584,0.000052551928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031821945,0.00044598532,0.0003682191,0.00038464743,0.00030735868,0.00020416713,0.00074625184,0.0005648004,0.0006632487],"category_scores_gemma":[0.00082742295,0.0002450681,0.0003562803,0.00015977095,0.0003041513,0.00043069298,0.00045012694,0.00034406115,0.00018179108],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001755467,0.00009957094,0.003866968,0.00021646879,0.000028364753,0.00063477503,0.00019118648,0.0049573313,0.9768355,0.00009973868,0.00007647069,0.012817979],"study_design_scores_gemma":[0.000024819949,0.002367144,0.03984171,0.000026850536,0.00005937518,0.0016950902,0.0002710272,0.0074297907,0.9462917,0.00006444279,0.001901736,0.000026387834],"about_ca_topic_score_codex":0.0027311824,"about_ca_topic_score_gemma":0.0067587504,"teacher_disagreement_score":0.0027311824,"about_ca_system_score_codex":0.00026824157,"about_ca_system_score_gemma":0.00044751097,"threshold_uncertainty_score":0.005430639},"labels":[],"label_agreement":null},{"id":"W2011540218","doi":"10.1061/(asce)0899-1561(2000)12:1(81)","title":"Fiber Reinforced Wet-Mix Shotcrete under Impact","year":2000,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Shotcrete; Materials science; Composite material; Geotechnical engineering; Fiber; Structural engineering; Geology; Engineering","score_opus":0.007116960140838242,"score_gpt":0.2209900765746564,"score_spread":0.21387311643381818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011540218","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908173,0.000067386,0.0003361496,0.0000034034772,0.0000036624745,0.0000051207217,0.000035585457,0.000015296577,0.00045156933],"genre_scores_gemma":[0.9970235,0.00008703054,0.0004217598,0.000010515345,0.0000018760339,0.000006023317,0.00010182462,0.000008327976,0.0023391803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977714,0.000013480741,0.000008004812,0.00002975181,0.00012039949,0.00005129364],"domain_scores_gemma":[0.99972266,0.000032512744,0.000063664025,0.000021756905,0.00009800935,0.0000614189],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021921161,0.00033677346,0.00024501042,0.00054265134,0.0001865197,0.00025877505,0.00023682666,0.0003272531,0.0022587788],"category_scores_gemma":[0.00037110512,0.00018853103,0.00017937431,0.0003374453,0.00026203739,0.00027410922,0.000295415,0.0001821322,0.00026880507],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013680349,0.000026353659,0.0009943487,0.000045919493,0.000011494059,0.00013411167,0.000068845686,0.0006873964,0.9953702,0.00003723095,0.000030155175,0.0024571249],"study_design_scores_gemma":[0.000013584989,0.0015809984,0.025964424,0.000020452653,0.000047588866,0.0003233578,0.00021010333,0.0020221565,0.96856403,0.000040761162,0.0011987865,0.000013687594],"about_ca_topic_score_codex":0.0016255851,"about_ca_topic_score_gemma":0.004285784,"teacher_disagreement_score":0.0022587788,"about_ca_system_score_codex":0.0001568,"about_ca_system_score_gemma":0.00018075574,"threshold_uncertainty_score":0.007556379},"labels":[],"label_agreement":null},{"id":"W2011545057","doi":"10.1016/j.compstruct.2004.04.008","title":"Parametric study of automotive composite bumper beams subjected to low-velocity impacts","year":2004,"lang":"en","type":"article","venue":"Composite Structures","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":118,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Automotive industry; Sheet moulding compound; Composite number; Rigidity (electromagnetism); Parametric statistics; Materials science; Molding (decorative); Crash; Beam (structure); Structural engineering; Composite material; Engineering; Computer science; Aerospace engineering","score_opus":0.007173568436668383,"score_gpt":0.23893571098129324,"score_spread":0.23176214254462485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011545057","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99360573,0.00009043543,0.0035116007,0.000026745895,0.000009687941,0.000013935849,0.000035297042,0.00003684171,0.002669712],"genre_scores_gemma":[0.9989962,0.000033231136,0.0004890065,0.0000035617188,0.0000017564505,0.000005962351,0.000009719973,0.000004623131,0.00045587265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99959105,0.00006758553,0.000008891956,0.00003713766,0.00017340467,0.00012186856],"domain_scores_gemma":[0.9987324,0.0007924093,0.00015603569,0.00011456911,0.00013306495,0.00007141648],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006519606,0.0006233046,0.000625643,0.00090426794,0.00076601026,0.0006819984,0.0010621288,0.0010744137,0.003376144],"category_scores_gemma":[0.0017824059,0.00045756274,0.0004341361,0.0006761782,0.001191137,0.00048789685,0.0007022718,0.00050854683,0.0002425684],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024030837,0.0006376513,0.0067484393,0.00028131666,0.0000958054,0.0016190818,0.001034954,0.5481668,0.4124831,0.0039229994,0.0005583539,0.022048414],"study_design_scores_gemma":[0.000096289914,0.001978823,0.020368805,0.00003530093,0.00010685599,0.0004731501,0.00078879,0.8543598,0.11966881,0.0008129516,0.0012247711,0.00008555125],"about_ca_topic_score_codex":0.0015058554,"about_ca_topic_score_gemma":0.00150881,"teacher_disagreement_score":0.003376144,"about_ca_system_score_codex":0.00038128972,"about_ca_system_score_gemma":0.00043831038,"threshold_uncertainty_score":0.011294365},"labels":[],"label_agreement":null},{"id":"W2013128486","doi":"10.4028/www.scientific.net/amm.505-506.53","title":"Research on a W-Beam Barrier Heighten Method","year":2014,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Crashworthiness; Overlay; Crash; Structural engineering; Reliability (semiconductor); Engineering; Reduction (mathematics); Beam (structure); Simple (philosophy); Crash test; Strength reduction; Computer science; Geotechnical engineering; Finite element method; Mathematics; Geometry; Physics","score_opus":0.02339825231412456,"score_gpt":0.2955236815447812,"score_spread":0.27212542923065663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013128486","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.023722602,0.00069657486,0.9673611,0.000084507185,0.00007848681,0.00009304722,0.000038358634,0.0006593837,0.007265971],"genre_scores_gemma":[0.34878132,0.0013022189,0.6295583,0.00011728831,0.00007031197,0.00014885612,0.00014384903,0.00018648428,0.019691268],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974364,0.000035331515,0.000008621989,0.00006822445,0.0001247756,0.000019495808],"domain_scores_gemma":[0.99978334,0.000051413994,0.000019107234,0.000046723013,0.00008563284,0.000013840727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002850278,0.00038166775,0.00031611757,0.0004963169,0.0002958262,0.00047660765,0.00079326215,0.00044397704,0.007198421],"category_scores_gemma":[0.00047673463,0.0002560655,0.00036043368,0.0004481041,0.00030518507,0.00087040063,0.00039096895,0.00051411573,0.0011954113],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023151419,0.0001506667,0.0013669498,0.0005099911,0.00005292981,0.00019108459,0.00018132894,0.03316825,0.3280995,0.046529386,0.0028112268,0.5867072],"study_design_scores_gemma":[0.00010576621,0.0007334834,0.002616119,0.000068118425,0.00007301861,0.0007006127,0.00016239453,0.7718543,0.17452945,0.008657201,0.040425126,0.00007453634],"about_ca_topic_score_codex":0.0012016669,"about_ca_topic_score_gemma":0.00089736626,"teacher_disagreement_score":0.007198421,"about_ca_system_score_codex":0.00018514557,"about_ca_system_score_gemma":0.0004960979,"threshold_uncertainty_score":0.024081111},"labels":[],"label_agreement":null},{"id":"W2013644381","doi":"10.4271/2012-01-0102","title":"Hybrid III Head/Neck Analysis Highlighting Nij in NCAP","year":2012,"lang":"en","type":"article","venue":"SAE International Journal of Passenger Cars - Mechanical Systems","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Chrysler (Canada)","funders":"National Highway Traffic Safety Administration","keywords":"Head and neck; Computer science; Medicine; Surgery","score_opus":0.013096091455187085,"score_gpt":0.26053688437367917,"score_spread":0.24744079291849208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013644381","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9074498,0.00008572147,0.0463981,0.00007342236,0.000065743865,0.00019256455,0.0026178425,0.0005630264,0.042553768],"genre_scores_gemma":[0.9821285,0.00005443945,0.006271086,0.000037636815,0.0000082062825,0.00005497117,0.0012797042,0.00006164869,0.010103844],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974424,0.000013754828,0.000012749727,0.000030213403,0.00015547982,0.00004349842],"domain_scores_gemma":[0.99966776,0.0000692826,0.0000354823,0.000021586322,0.00018420046,0.000021596741],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021271,0.00039619583,0.00021716661,0.0010984563,0.00030536027,0.00050445256,0.00036195735,0.00028347984,0.009802862],"category_scores_gemma":[0.00069285,0.00015181299,0.00029727264,0.00066231104,0.0002803264,0.00029851036,0.00070201117,0.00026365553,0.0012090143],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002496986,0.00027039103,0.22169493,0.0007037731,0.00021985087,0.0029728992,0.0021952582,0.12062184,0.39819902,0.0070258486,0.015707308,0.22789197],"study_design_scores_gemma":[0.00002311884,0.0006379331,0.71209025,0.00006523379,0.000082154205,0.0010251364,0.0036195042,0.19606651,0.07176678,0.001547718,0.012962388,0.0001133114],"about_ca_topic_score_codex":0.028302854,"about_ca_topic_score_gemma":0.042878766,"teacher_disagreement_score":0.028302854,"about_ca_system_score_codex":0.0004245967,"about_ca_system_score_gemma":0.00035883015,"threshold_uncertainty_score":0.056276202},"labels":[],"label_agreement":null},{"id":"W2017215166","doi":"10.5539/apr.v6n3p21","title":"Case Based Reasoning Support for Adaptive Finite Element Analysis: Mesh Selection for an Integrated System","year":2014,"lang":"en","type":"article","venue":"Applied Physics Research","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Computer science; Finite element method; Process (computing); Adaptation (eye); Case-based reasoning; Domain (mathematical analysis); Selection (genetic algorithm); Adaptive mesh refinement; Mesh generation; Object (grammar); Algorithm; Artificial intelligence; Topology (electrical circuits); Theoretical computer science; Computational science; Mathematics","score_opus":0.05686453345167925,"score_gpt":0.32986302331119705,"score_spread":0.2729984898595178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017215166","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0048692483,0.0000619411,0.9917247,0.000103617815,0.000014356585,0.00009638634,0.000026017251,0.00094783434,0.0021559128],"genre_scores_gemma":[0.117836416,0.00013143475,0.8798802,0.000054165565,0.000017284507,0.00016537051,0.00014303562,0.00007837436,0.0016936647],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99884605,0.0003202082,0.000114714996,0.00017721715,0.0004813558,0.000060419836],"domain_scores_gemma":[0.9989359,0.00049827556,0.00008156956,0.00023621085,0.00019549577,0.000052493375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015521087,0.00054444233,0.00063938886,0.0015154212,0.0006080342,0.0019416986,0.0020601705,0.001502694,0.0050332327],"category_scores_gemma":[0.0036175975,0.00036987022,0.00068498135,0.0008837449,0.00080074253,0.0016976382,0.0013526768,0.0007046108,0.0010878159],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024327803,0.00044004995,0.0018029027,0.0003874593,0.00009937937,0.00129583,0.0010558988,0.17712595,0.0580712,0.118310444,0.0060329204,0.63513464],"study_design_scores_gemma":[0.000065687025,0.00008543428,0.00042753044,0.00008046093,0.00005859762,0.0005162956,0.00014646802,0.93418443,0.013858468,0.033385105,0.017155617,0.00003591856],"about_ca_topic_score_codex":0.0011867406,"about_ca_topic_score_gemma":0.0011640914,"teacher_disagreement_score":0.0050332327,"about_ca_system_score_codex":0.00048148492,"about_ca_system_score_gemma":0.0007552585,"threshold_uncertainty_score":0.016837835},"labels":[],"label_agreement":null},{"id":"W2023526496","doi":"10.1115/1.4005889","title":"Design and Analysis of Buried Liquid Petroleum Gas Storage Bullets Supported on Multiple Saddles (PVP2010-25052)","year":2012,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Jacobs (Canada)","funders":"","keywords":"Settlement (finance); Saddle; Engineering; Geology; Geotechnical engineering; Computer science; Structural engineering","score_opus":0.011133597774464063,"score_gpt":0.2255650186396643,"score_spread":0.21443142086520023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023526496","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61076146,0.00031005783,0.37612692,0.00010250348,0.00007543781,0.00023277468,0.00019301196,0.0006929831,0.011504886],"genre_scores_gemma":[0.9520387,0.000112233196,0.043228585,0.000012033385,0.0000046368286,0.00009741675,0.000066611225,0.00004421483,0.004395549],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996395,0.000044843404,0.000016333595,0.000064832064,0.00018409341,0.000050406536],"domain_scores_gemma":[0.9996314,0.00009099281,0.000105770654,0.000029865241,0.00009366222,0.00004823374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047851886,0.0004416409,0.0005716564,0.0004501542,0.00023881845,0.0006892282,0.0008845389,0.0006623656,0.0029170369],"category_scores_gemma":[0.00070783857,0.0003955203,0.0006115606,0.00021619789,0.00033635215,0.0002669361,0.0005346075,0.00024848274,0.00055026537],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005720747,0.00014340642,0.0036692882,0.0004965974,0.000045276392,0.0007550875,0.00016466985,0.67704374,0.2455679,0.0024971487,0.000725874,0.0683189],"study_design_scores_gemma":[0.00006175092,0.0026697738,0.0033790022,0.000037343583,0.00005440755,0.0002181786,0.00011684519,0.96051216,0.029849906,0.00040526662,0.0026682008,0.000027251226],"about_ca_topic_score_codex":0.0015241825,"about_ca_topic_score_gemma":0.0014357454,"teacher_disagreement_score":0.0029170369,"about_ca_system_score_codex":0.0004829052,"about_ca_system_score_gemma":0.0006932599,"threshold_uncertainty_score":0.009758532},"labels":[],"label_agreement":null},{"id":"W2024550111","doi":"10.1139/l03-043","title":"Proposed Canadian automated highway system architecture: object-oriented approach","year":2003,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"Dalhousie University","keywords":"Backup; Architecture; Flexibility (engineering); Systems architecture; Intelligent transportation system; Computer science; Process (computing); Systems engineering; Systems design; Reference architecture; Data architecture; Database-centric architecture; Engineering; Applications architecture; Software architecture; Transport engineering; Database; Operating system","score_opus":0.0043863213066083935,"score_gpt":0.16176994596685396,"score_spread":0.15738362466024555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024550111","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03087108,0.00097350136,0.7879962,0.0039009596,0.00030905005,0.001661528,0.001016473,0.004208471,0.16906269],"genre_scores_gemma":[0.19255966,0.0014903324,0.7350198,0.00042052194,0.000060343784,0.0007152589,0.0017918986,0.00020949508,0.0677327],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910235,0.00010465908,0.00004234917,0.00009241233,0.0004904905,0.00016772184],"domain_scores_gemma":[0.9991436,0.000029848703,0.000025066473,0.000040957628,0.00067859533,0.000082060724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00082930666,0.00066680746,0.00023827325,0.001802969,0.0020553234,0.0036388177,0.0020411867,0.0012745521,0.004827194],"category_scores_gemma":[0.0009664324,0.00032170664,0.0005370252,0.0017597367,0.001312097,0.001055998,0.000780886,0.00076344906,0.0010462606],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012385656,0.000113263304,0.0051420736,0.00035922526,0.000051101844,0.0006784667,0.00147795,0.16571534,0.014276143,0.5511019,0.0350386,0.22592211],"study_design_scores_gemma":[0.00007389458,0.00009171971,0.0028815155,0.00021250357,0.00016005937,0.00032495777,0.0009948218,0.3201471,0.008319098,0.054879583,0.61177695,0.00013779085],"about_ca_topic_score_codex":0.62083894,"about_ca_topic_score_gemma":0.6888455,"teacher_disagreement_score":0.37916106,"about_ca_system_score_codex":0.011853897,"about_ca_system_score_gemma":0.030343607,"threshold_uncertainty_score":0.76278806},"labels":[],"label_agreement":null},{"id":"W2027690861","doi":"10.1016/s0001-4575(99)00077-9","title":"Road safety engineering: an effective tool in the fight against whiplash injuries","year":2000,"lang":"en","type":"article","venue":"Accident Analysis & Prevention","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Whiplash; Crash; Transport engineering; Engineering; Poison control; Intersection (aeronautics); Occupational safety and health; Visibility; Computer security; Aeronautics; Computer science; Medicine; Medical emergency; Geography","score_opus":0.004024397179211129,"score_gpt":0.22823089541792635,"score_spread":0.22420649823871522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027690861","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19684727,0.043131735,0.39093408,0.047574986,0.0060666087,0.0008633914,0.001010817,0.0051021897,0.30846897],"genre_scores_gemma":[0.7592087,0.033267386,0.11812891,0.0059462865,0.00281089,0.0003434954,0.00039371915,0.000472664,0.07942801],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9987852,0.00032803786,0.000046447192,0.00006145289,0.00072062766,0.000058322763],"domain_scores_gemma":[0.9990521,0.0003184062,0.00012030036,0.00007008364,0.00034700058,0.00009206699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013657549,0.00091472437,0.00033715347,0.0026730848,0.0008566105,0.0022206265,0.00060286355,0.0013209016,0.011906582],"category_scores_gemma":[0.002586537,0.00018713658,0.0003099727,0.0006485055,0.0006551932,0.001367161,0.000967414,0.00073447695,0.0028681718],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022478582,0.0005880625,0.008985167,0.00078515447,0.00012045765,0.00044137446,0.00035104787,0.0035184624,0.013264674,0.014457276,0.02415453,0.9331089],"study_design_scores_gemma":[0.00040146103,0.005540852,0.10038612,0.0028948092,0.0008319878,0.0076526785,0.0060435804,0.031078821,0.05793626,0.07453515,0.7123972,0.00030109708],"about_ca_topic_score_codex":0.00091733533,"about_ca_topic_score_gemma":0.0015636226,"teacher_disagreement_score":0.011906582,"about_ca_system_score_codex":0.00031672517,"about_ca_system_score_gemma":0.0016287208,"threshold_uncertainty_score":0.03983152},"labels":[],"label_agreement":null},{"id":"W2027741682","doi":"10.1016/j.aap.2010.10.001","title":"A study of the effectiveness of Electronic Stability Control in Canada","year":2010,"lang":"en","type":"article","venue":"Accident Analysis & Prevention","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Transport Canada","funders":"","keywords":"Slush; Crash; Electronic stability control; Poison control; Collision; Aeronautics; Snow; Obstacle; Snow removal; Automotive engineering; Environmental science; Engineering; Computer science; Medicine; Computer security; Meteorology; Medical emergency; Geography","score_opus":0.00374566507744146,"score_gpt":0.21362110412065483,"score_spread":0.20987543904321337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027741682","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942675,0.00021247822,0.00008086836,0.00027836955,0.000010775181,0.000050659342,0.0002418962,0.000008339598,0.004849091],"genre_scores_gemma":[0.99681574,0.0002466667,0.00016317905,0.00010681865,0.000004635678,0.00001099114,0.00019609275,0.000005043011,0.0024509185],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9977945,0.0003790291,0.00009907463,0.00017857736,0.00090435235,0.00064450805],"domain_scores_gemma":[0.99093175,0.0020432207,0.0006694522,0.00019106352,0.004960589,0.0012040088],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012849731,0.00037695147,0.0005245516,0.0011187494,0.005015874,0.0018430823,0.0014512057,0.0008250237,0.003123552],"category_scores_gemma":[0.008785094,0.00035585024,0.0005075741,0.0030899136,0.001719829,0.0006051629,0.00066428556,0.0010025492,0.00023895166],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0073601627,0.006570864,0.82341653,0.00043435357,0.0006217201,0.0011408317,0.011306228,0.010199399,0.0033144765,0.004927154,0.006757122,0.12395109],"study_design_scores_gemma":[0.00047178462,0.0024893747,0.9647597,0.00008133478,0.0002829211,0.00013069063,0.015134336,0.00698499,0.001807205,0.00024158941,0.0075294613,0.00008664724],"about_ca_topic_score_codex":0.9961804,"about_ca_topic_score_gemma":0.9975344,"teacher_disagreement_score":0.06336547,"about_ca_system_score_codex":0.06336547,"about_ca_system_score_gemma":0.07308515,"threshold_uncertainty_score":0.45975077},"labels":[],"label_agreement":null},{"id":"W2036302199","doi":"10.1002/pc.10211","title":"Applications of fiber‐metal laminates","year":2000,"lang":"en","type":"article","venue":"Polymer Composites","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada; Carleton University","funders":"","keywords":"Materials science; Durability; Airframe; Composite material; Aerospace; Carbon fiber reinforced polymer; Fiber; Shotcrete; Composite number; Structural engineering; Aerospace engineering; Engineering","score_opus":0.003829873981108097,"score_gpt":0.20065724399507767,"score_spread":0.19682737001396958,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036302199","genre_codex":"empirical","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8402195,0.026456786,0.048596445,0.00039654874,0.00035120413,0.00014222045,0.00018889725,0.00081338553,0.082834914],"genre_scores_gemma":[0.9783981,0.0037152409,0.010257092,0.00005020095,0.000048152022,0.000015162419,0.00006873412,0.000016287544,0.007431021],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99984705,0.000023029945,0.0000057361394,0.000030027546,0.000058758404,0.000035431745],"domain_scores_gemma":[0.9998622,0.00002638186,0.000027731347,0.000015923708,0.000053558833,0.0000141990295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002401066,0.00040122107,0.00009517546,0.00072827283,0.00040218068,0.0004237001,0.00021158475,0.0003480107,0.0029609897],"category_scores_gemma":[0.000210322,0.00012815915,0.00022418454,0.00033400336,0.00025517447,0.00040804717,0.00037119185,0.00020737333,0.0005785471],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021786541,0.00011700642,0.004314612,0.0006767051,0.000031274205,0.0005546825,0.00021827429,0.0035305598,0.8148961,0.00491654,0.0010912732,0.16943508],"study_design_scores_gemma":[0.000012556941,0.0008080732,0.006887011,0.00011294395,0.00004112416,0.0011770602,0.00014444016,0.003916497,0.889933,0.00094956224,0.09599969,0.000018115566],"about_ca_topic_score_codex":0.0005431843,"about_ca_topic_score_gemma":0.0011915023,"teacher_disagreement_score":0.0029609897,"about_ca_system_score_codex":0.0004104653,"about_ca_system_score_gemma":0.00013251675,"threshold_uncertainty_score":0.0099054575},"labels":[],"label_agreement":null},{"id":"W2036358287","doi":"10.3989/ic.12.010","title":"Evaluación de barandillas de seguridad de obras apoyadas en puntales","year":2014,"lang":"es","type":"article","venue":"Informes de la Construcción","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Institut de recherche Robert-Sauvé en santé et en sécurité du travail","funders":"","keywords":"Shoring; Engineering; Structural engineering","score_opus":0.0027995650408968345,"score_gpt":0.255846135720959,"score_spread":0.25304657068006214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036358287","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99415743,0.00022848952,0.0017756977,0.00004149266,0.000019092242,0.00020598256,0.00016368949,0.00004294829,0.0033651781],"genre_scores_gemma":[0.97416896,0.00045055462,0.011344839,0.0000701745,0.000009070363,0.00033412455,0.00032726818,0.00004007753,0.013254976],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99778396,0.00036764517,0.00009068944,0.0003784732,0.0011194973,0.0002598575],"domain_scores_gemma":[0.99648726,0.0005183641,0.0005702919,0.00015978352,0.0018294316,0.0004348863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002582224,0.00078445254,0.00068040134,0.00085842406,0.0016064002,0.0014453434,0.0009730491,0.0006412275,0.0041454737],"category_scores_gemma":[0.0038307672,0.00037234597,0.00054760976,0.00070186367,0.0010852551,0.00056424405,0.0011461158,0.0007219655,0.0006474908],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005372646,0.0038336741,0.3012524,0.0029568933,0.0003899016,0.00070246944,0.028407093,0.00312065,0.36434639,0.0010341892,0.0019190485,0.2866646],"study_design_scores_gemma":[0.000040609015,0.0074143247,0.9158038,0.0002721756,0.00023281011,0.000099894125,0.014261634,0.0017834882,0.04887794,0.0001940199,0.010919477,0.00009978282],"about_ca_topic_score_codex":0.07341484,"about_ca_topic_score_gemma":0.23989576,"teacher_disagreement_score":0.07341484,"about_ca_system_score_codex":0.0021341415,"about_ca_system_score_gemma":0.0033073684,"threshold_uncertainty_score":0.145975},"labels":[],"label_agreement":null},{"id":"W2039742669","doi":"10.1533/ijcr.2003.0241","title":"An investigation into the crashworthiness characteristics of steering wheel armatures from common compact passenger cars","year":2003,"lang":"en","type":"article","venue":"International Journal of Crashworthiness","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Crashworthiness; Armature (electrical engineering); Automotive engineering; Steering wheel; Railgun; Structural engineering; Drop test; Engineering; Mechanical engineering; Finite element method; Magnet","score_opus":0.007553029747762703,"score_gpt":0.2502381276267175,"score_spread":0.2426850978789548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039742669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99950624,0.00002472939,0.0003301034,0.000001858495,6.716903e-7,0.0000051208513,0.000037960635,0.000003896756,0.00008938784],"genre_scores_gemma":[0.9993049,0.000025033487,0.0002459463,0.0000025931438,6.947608e-7,0.000003656148,0.00014913898,0.0000036632364,0.0002643921],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997298,0.000025377434,0.000019457571,0.000039810322,0.00013577104,0.000049852963],"domain_scores_gemma":[0.99904794,0.00016384028,0.00012992442,0.00008944976,0.0005159903,0.00005275251],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038909834,0.0003355473,0.00030223659,0.00097321265,0.0004042874,0.00030379224,0.00031105502,0.00032275912,0.0017018117],"category_scores_gemma":[0.000880501,0.00018993986,0.00022797873,0.0004096524,0.0003995247,0.00021715938,0.00032386105,0.00017618937,0.00022499892],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049796194,0.000060441846,0.03817621,0.000093799594,0.000021220665,0.0002140321,0.0003995025,0.0005574335,0.9516514,0.00003326196,0.000045104276,0.008249785],"study_design_scores_gemma":[0.00001503608,0.0022411977,0.5370894,0.000015806638,0.00007397152,0.0007126612,0.0011464403,0.0022015865,0.4553841,0.00003078338,0.0010674861,0.000021464823],"about_ca_topic_score_codex":0.0057026185,"about_ca_topic_score_gemma":0.013043091,"teacher_disagreement_score":0.0057026185,"about_ca_system_score_codex":0.00024704603,"about_ca_system_score_gemma":0.00012564265,"threshold_uncertainty_score":0.01133883},"labels":[],"label_agreement":null},{"id":"W2052284416","doi":"10.1061/(asce)be.1943-5592.0000470","title":"Steel Post-and-Beam Barrier with GFRP-Reinforced Concrete Curb and Bridge Deck Connection","year":2013,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Deck; Formwork; Precast concrete; Brittleness; Stirrup; Materials science; Beam (structure); Engineering; Composite material","score_opus":0.005104781722033068,"score_gpt":0.18171000149997743,"score_spread":0.17660521977794436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052284416","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961073,0.00006768946,0.0016333194,0.0000123235695,0.0000075987195,0.00005131076,0.00013214687,0.000118343785,0.0018698948],"genre_scores_gemma":[0.9929236,0.00006405118,0.0033693507,0.000013503918,0.0000016828984,0.000017903301,0.0002633532,0.00002618809,0.0033202248],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995241,0.000030905507,0.000014911088,0.00007167254,0.00026298486,0.000095459676],"domain_scores_gemma":[0.9994885,0.000044258224,0.00009067584,0.0000800252,0.00019513178,0.00010140087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028051008,0.0005074135,0.00032725747,0.00045085207,0.00047480292,0.0003171494,0.0010504123,0.00043069647,0.0029649904],"category_scores_gemma":[0.00058482966,0.00021895404,0.0002332081,0.00028350903,0.00035798436,0.00029662545,0.00035473012,0.0002713382,0.00057444826],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083379535,0.00026230456,0.014597505,0.00028344226,0.000032299336,0.0011320728,0.00033353225,0.012235368,0.9465569,0.0004462095,0.00063730864,0.022649312],"study_design_scores_gemma":[0.00012408163,0.010673513,0.20709343,0.00005487396,0.00009058142,0.0017983929,0.00073173514,0.026761027,0.7401945,0.00012826911,0.012239413,0.00011018897],"about_ca_topic_score_codex":0.026820093,"about_ca_topic_score_gemma":0.07339173,"teacher_disagreement_score":0.026820093,"about_ca_system_score_codex":0.00088963064,"about_ca_system_score_gemma":0.0008847838,"threshold_uncertainty_score":0.053327978},"labels":[],"label_agreement":null},{"id":"W2057955728","doi":"10.1080/13588265.2013.825367","title":"Effect of the blockout crushability on the response of guardrail post subjected to lateral impact","year":2013,"lang":"en","type":"article","venue":"International Journal of Crashworthiness","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Structural engineering; Crashworthiness; Work (physics); Finite element method; Head (geology); Impact energy; Folding (DSP implementation); Poison control; Engineering; Geology; Mechanical engineering","score_opus":0.00321372614760169,"score_gpt":0.2486813199106354,"score_spread":0.24546759376303373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057955728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988269,0.000042342905,0.0008601401,0.0000042832653,0.000005532321,0.0000043063537,0.00001793423,0.000012246805,0.00022634662],"genre_scores_gemma":[0.9992575,0.000037557653,0.000244579,0.0000030524534,0.0000010417261,0.0000025643074,0.000026661386,0.000004454664,0.0004225426],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998066,0.000022756507,0.000011953836,0.00002830106,0.00006473588,0.00006571389],"domain_scores_gemma":[0.99930704,0.00024444607,0.0001453535,0.00007662302,0.00016074657,0.000065862645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025250093,0.00044800094,0.0003351325,0.00036706706,0.00025385802,0.00041366968,0.00028524667,0.0004889006,0.0025956105],"category_scores_gemma":[0.0011516091,0.00023815606,0.00028594973,0.0001409488,0.0003898775,0.00030083023,0.00035138047,0.00023065315,0.0003590894],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029566854,0.00011244375,0.010154601,0.00021145404,0.000031451396,0.0006306672,0.0002499875,0.022488672,0.95011884,0.00009192711,0.0000740347,0.012879151],"study_design_scores_gemma":[0.000040998108,0.008655849,0.11999819,0.000043011936,0.00018661079,0.00054430007,0.0015856872,0.06053478,0.80676556,0.0000988546,0.0014809585,0.00006523113],"about_ca_topic_score_codex":0.0010508022,"about_ca_topic_score_gemma":0.0016642143,"teacher_disagreement_score":0.0025956105,"about_ca_system_score_codex":0.00016306245,"about_ca_system_score_gemma":0.00019527359,"threshold_uncertainty_score":0.008683145},"labels":[],"label_agreement":null},{"id":"W2058577164","doi":"10.1061/9780784413623.019","title":"Design and Optimization for Multistage Energy-Absorption Structures in EMUs under Whole Train Collision","year":2014,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Education and Child Care","funders":"Central South University","keywords":"Collision; Dissipation; Deformation (meteorology); Energy (signal processing); Computer science; Absorption (acoustics); Simulation; Genetic algorithm; Structural engineering; Engineering; Materials science; Physics; Acoustics","score_opus":0.011687836820364247,"score_gpt":0.21891599746640206,"score_spread":0.2072281606460378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058577164","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3167018,0.00022073383,0.67579323,0.000087188644,0.000021994174,0.00011009218,0.00004243687,0.00021271051,0.0068097943],"genre_scores_gemma":[0.9656266,0.00009657222,0.0318865,0.000015422671,0.0000027433446,0.00011500138,0.00002988565,0.000025030766,0.0022021697],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973446,0.00006311778,0.00000937318,0.00005091584,0.00008095817,0.000061184546],"domain_scores_gemma":[0.99982554,0.000055533612,0.000038136986,0.000018049857,0.000040447132,0.00002240893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049382827,0.0006366288,0.0007008066,0.00056430296,0.00052901084,0.00074957503,0.0008643554,0.00081789034,0.0018084612],"category_scores_gemma":[0.0006069202,0.00061697036,0.00078633474,0.00034753262,0.00040810052,0.00061100564,0.0008622524,0.00040383768,0.0002363712],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006166817,0.000053086107,0.0005893061,0.000044473065,0.00001570056,0.00004997357,0.000034767138,0.98126847,0.008019037,0.0008865438,0.000077949255,0.008899127],"study_design_scores_gemma":[0.00000737777,0.00016462125,0.0004766848,0.0000035509222,0.000013222562,0.000013103046,0.000031998614,0.99696666,0.0017288543,0.0002858863,0.00030285557,0.000005077563],"about_ca_topic_score_codex":0.0029339527,"about_ca_topic_score_gemma":0.002389111,"teacher_disagreement_score":0.0029339527,"about_ca_system_score_codex":0.00055046834,"about_ca_system_score_gemma":0.00079350866,"threshold_uncertainty_score":0.006049931},"labels":[],"label_agreement":null},{"id":"W2059864993","doi":"10.3141/2164-03","title":"Grid Types Used to Strengthen Reinforced Concrete Panels Subjected to Impact Loading","year":2010,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Retrofitting; Explosive material; Structural engineering; Materials science; Reinforced concrete; Failure mode and effects analysis; Penetration (warfare); Forensic engineering; Engineering","score_opus":0.06906762463641015,"score_gpt":0.3631536105978441,"score_spread":0.294085985961434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059864993","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99623126,0.00014200665,0.0028149902,0.000009639144,0.00001804343,0.000026555053,0.000066825516,0.00006254794,0.0006280859],"genre_scores_gemma":[0.9952454,0.00014292904,0.0036178813,0.0000093973995,0.000003349733,0.00000924145,0.00008400369,0.000014173407,0.0008736543],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972767,0.00004016895,0.000024421553,0.00003839156,0.00012409754,0.00004524063],"domain_scores_gemma":[0.9995921,0.00006305815,0.00013478458,0.00006352339,0.000084046784,0.000062511],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019453379,0.0004475227,0.00027097992,0.0008384383,0.00016555835,0.0002531407,0.00047321018,0.0003067252,0.0022649136],"category_scores_gemma":[0.0006351141,0.00028079667,0.0002428973,0.00051366264,0.00024131539,0.00027793634,0.00028618018,0.00022157034,0.00043903172],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00080288656,0.00014968208,0.010897535,0.00020564649,0.00005873699,0.0009302915,0.00009884252,0.007760518,0.95966804,0.00014535105,0.00016221995,0.019120358],"study_design_scores_gemma":[0.000052859188,0.003760401,0.04074238,0.0000357524,0.00011058053,0.0011281661,0.00019266724,0.006136193,0.945364,0.00008979808,0.0023656003,0.000021586528],"about_ca_topic_score_codex":0.0008204651,"about_ca_topic_score_gemma":0.002809111,"teacher_disagreement_score":0.0022649136,"about_ca_system_score_codex":0.00016499149,"about_ca_system_score_gemma":0.000108707776,"threshold_uncertainty_score":0.007576883},"labels":[],"label_agreement":null},{"id":"W2061830575","doi":"10.1115/detc2013-12009","title":"Rigid Front Underride Protection Device (FUPD): Compatibility and Development via Optimization","year":2013,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Compatibility (geochemistry); Crash; Topology optimization; Finite element method; Parametric statistics; Computer science; Automotive engineering; Tractor; Engineering; Structural engineering; Mechanical engineering; Mathematics","score_opus":0.015454648216429065,"score_gpt":0.1987267040955599,"score_spread":0.18327205587913084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061830575","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5297639,0.0009455195,0.44015625,0.000254762,0.000048972623,0.00032125393,0.0002523673,0.00045970216,0.027797274],"genre_scores_gemma":[0.91378134,0.00042075926,0.08166412,0.000018412919,0.000006223425,0.00008907366,0.00017840823,0.00006213127,0.0037794425],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99958843,0.000080140664,0.000016885078,0.00005081091,0.00021391826,0.000049761416],"domain_scores_gemma":[0.99970394,0.000080987666,0.00006853031,0.000048713864,0.000081985076,0.000015834967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007756937,0.0005023671,0.00033521652,0.00078918395,0.0002713618,0.00089538697,0.000622463,0.00049270364,0.0012244881],"category_scores_gemma":[0.0010361213,0.00029237405,0.0004153132,0.00036557135,0.00036328327,0.0007657066,0.000653109,0.00035179962,0.0003209319],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001970321,0.00018130324,0.007476392,0.00030219526,0.00003378614,0.00025628888,0.00015512036,0.8030314,0.059668366,0.0082969675,0.0010608092,0.11934033],"study_design_scores_gemma":[0.000029628003,0.0013612022,0.0063348105,0.000050793446,0.000052317013,0.000308294,0.00019531412,0.93914413,0.03939729,0.0018325741,0.011257235,0.000036377995],"about_ca_topic_score_codex":0.0014169174,"about_ca_topic_score_gemma":0.0022482686,"teacher_disagreement_score":0.0014169174,"about_ca_system_score_codex":0.0005307313,"about_ca_system_score_gemma":0.0005860525,"threshold_uncertainty_score":0.0041022897},"labels":[],"label_agreement":null},{"id":"W2067408808","doi":"10.1139/l03-092","title":"A recommended specification for recycled content guardrail posts","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Truck; Crash; Crash test; Engineering; Forensic engineering; Structural engineering; Computer science; Automotive engineering","score_opus":0.024783891048304203,"score_gpt":0.19970913782453542,"score_spread":0.17492524677623122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067408808","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42840645,0.0038107892,0.43450746,0.0016627098,0.0010240936,0.009252493,0.012135329,0.0069636074,0.102237046],"genre_scores_gemma":[0.4729572,0.0017897564,0.46481165,0.0007413174,0.00009250888,0.0068861432,0.009424867,0.0010820094,0.0422145],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9875937,0.0019420016,0.0019624792,0.00080154755,0.0070584635,0.0006418961],"domain_scores_gemma":[0.9816992,0.0023241083,0.0018878449,0.002239372,0.011650495,0.00019898743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005295333,0.0016920005,0.0007800068,0.0023133229,0.0012272455,0.0011835103,0.004878067,0.0028044572,0.0070791063],"category_scores_gemma":[0.014203866,0.0008712303,0.0006791859,0.00090740615,0.0005460615,0.0011810457,0.0007436062,0.0009934537,0.0060949936],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011297655,0.0010350585,0.011578307,0.0025314668,0.000046901063,0.0014936809,0.0011906658,0.025879279,0.6645484,0.014474511,0.032916807,0.24317525],"study_design_scores_gemma":[0.00026444136,0.0047382843,0.014376147,0.00069487485,0.00019164612,0.0024586667,0.0010550664,0.015116334,0.7223403,0.0023107403,0.23626743,0.00018600487],"about_ca_topic_score_codex":0.0042062183,"about_ca_topic_score_gemma":0.011016459,"teacher_disagreement_score":0.0070791063,"about_ca_system_score_codex":0.0010694441,"about_ca_system_score_gemma":0.0036337243,"threshold_uncertainty_score":0.028004766},"labels":[],"label_agreement":null},{"id":"W2069306166","doi":"10.1115/imece2005-82333","title":"S-Rail Sled Testing With Deceleration Sled","year":2005,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Crashworthiness; Structural engineering; Bending; RADIUS; Rotation (mathematics); Acceleration; Tube (container); Bending moment; Engineering; Mechanical engineering; Mechanics; Computer science; Materials science; Physics; Finite element method","score_opus":0.010480262363163484,"score_gpt":0.18040623322293162,"score_spread":0.16992597085976813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069306166","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99537057,0.00009227478,0.0031894087,0.000027021604,0.000017125061,0.000021654196,0.00007359005,0.000117446034,0.0010909118],"genre_scores_gemma":[0.9963468,0.000046356825,0.0018386188,0.000036390506,0.000004790899,0.000013895752,0.00011244547,0.000033517757,0.001567237],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990783,0.00012304772,0.000087008106,0.000120719094,0.00044862897,0.00014223318],"domain_scores_gemma":[0.9975338,0.00087428343,0.0003271105,0.0002838954,0.00079157535,0.0001893071],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064626976,0.00075814314,0.00039004127,0.0008540339,0.00038415196,0.00035019263,0.0008311345,0.00077894283,0.00616794],"category_scores_gemma":[0.0023227625,0.00034373623,0.0005337173,0.00036753892,0.00062579266,0.0005433187,0.00088835025,0.00045952247,0.0010576703],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001636729,0.00017202401,0.012112292,0.00020765993,0.00003221022,0.0005851698,0.00056734233,0.0040023816,0.9572261,0.0001481656,0.00020603075,0.023103895],"study_design_scores_gemma":[0.00006661531,0.008673932,0.036944594,0.000037674603,0.0000505951,0.00073656207,0.00041810126,0.008883203,0.9412543,0.000097750504,0.0027757732,0.000060873506],"about_ca_topic_score_codex":0.0010663017,"about_ca_topic_score_gemma":0.0019429936,"teacher_disagreement_score":0.00616794,"about_ca_system_score_codex":0.00029380078,"about_ca_system_score_gemma":0.00017945045,"threshold_uncertainty_score":0.020633817},"labels":[],"label_agreement":null},{"id":"W2072244638","doi":"","title":"Guidelines for Using Centerline Rumble Strips in Virginia","year":2005,"lang":"en","type":"article","venue":"Transportation Research Board 85th Annual MeetingTransportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rumble; Crash; Transport engineering; Geography; Engineering; Computer science; Electrical engineering; Programming language","score_opus":0.1433063821469082,"score_gpt":0.4368857479219575,"score_spread":0.2935793657750493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072244638","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07097976,0.045439478,0.38550714,0.060599215,0.005636819,0.04002243,0.0072873225,0.014921491,0.36960638],"genre_scores_gemma":[0.09151117,0.033700645,0.7749845,0.014745422,0.00075090455,0.020361276,0.0053714244,0.0013546679,0.057220004],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9638875,0.01560925,0.0068518557,0.0017996773,0.0100679165,0.001783827],"domain_scores_gemma":[0.93124276,0.01729851,0.0057232953,0.004630849,0.03881908,0.00228553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.027007392,0.0010662494,0.00091513887,0.008092456,0.002557931,0.0048700995,0.00823837,0.0034456796,0.0059973956],"category_scores_gemma":[0.057818048,0.0018112315,0.00135061,0.0055221296,0.0015715895,0.0031617456,0.0031126104,0.003157051,0.0062490418],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018318003,0.00091573596,0.023484964,0.0028245794,0.000055031258,0.0023243253,0.0073783826,0.0048334813,0.007641766,0.015480937,0.34945148,0.58542615],"study_design_scores_gemma":[0.000099880686,0.0004681789,0.019448658,0.008102118,0.00006467616,0.0015279893,0.0071778772,0.002747209,0.00478665,0.00566146,0.9497294,0.00018586],"about_ca_topic_score_codex":0.03702136,"about_ca_topic_score_gemma":0.089455396,"teacher_disagreement_score":0.03702136,"about_ca_system_score_codex":0.0038249157,"about_ca_system_score_gemma":0.017535843,"threshold_uncertainty_score":0.14283043},"labels":[],"label_agreement":null},{"id":"W2077066608","doi":"10.4028/www.scientific.net/amr.255-260.4150","title":"Research on Design of Neotype Wire Rope Safety Barrier","year":2011,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Wire rope; Engineering; Structural engineering; Finite element method; Rope; Crash test; Deformation (meteorology); Collision; Crash; Computer science; Geology","score_opus":0.15314704934514842,"score_gpt":0.37914116931467656,"score_spread":0.22599411996952815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077066608","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3730453,0.0022902417,0.5887575,0.0005233449,0.00021856348,0.00028066194,0.00017187801,0.00038418177,0.034328334],"genre_scores_gemma":[0.89849085,0.0013404151,0.09166074,0.000051353763,0.000016168766,0.00015862336,0.00011283901,0.000046964964,0.008122],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996076,0.000056739707,0.00001872123,0.00006505773,0.00019203604,0.00005978853],"domain_scores_gemma":[0.99963605,0.000041918705,0.000067676556,0.0000298052,0.00019229953,0.000032165637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037618255,0.0004151131,0.00027556927,0.0005106333,0.00026491692,0.00048231956,0.00077175524,0.00045768422,0.0015378937],"category_scores_gemma":[0.0006868381,0.00028183678,0.00033642256,0.00023062674,0.00024054377,0.00082016573,0.00036906556,0.00026826662,0.0003275134],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023127867,0.00012611091,0.0075547076,0.0020337768,0.00007581545,0.000947166,0.0004291543,0.16258161,0.6630943,0.050374143,0.0024524825,0.1100995],"study_design_scores_gemma":[0.00014329546,0.0019153917,0.0116018085,0.0002642328,0.00015347694,0.0021204,0.0010869795,0.66574436,0.2323154,0.0072077885,0.07731557,0.00013130657],"about_ca_topic_score_codex":0.0012689928,"about_ca_topic_score_gemma":0.0014600314,"teacher_disagreement_score":0.0015378937,"about_ca_system_score_codex":0.00037774557,"about_ca_system_score_gemma":0.0008096012,"threshold_uncertainty_score":0.005144775},"labels":[],"label_agreement":null},{"id":"W2077271626","doi":"10.3311/pptr.7224","title":"Coherence between Horizontal and Vertical Curves and the Number of the Accidents","year":2014,"lang":"en","type":"article","venue":"Periodica Polytechnica Transportation Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Transport Canada","funders":"","keywords":"Geoinformatics; Horizontal and vertical; Coherence (philosophical gambling strategy); Geodesy; Crash; Transport engineering; Road traffic; Statistics; Mathematics; Computer science; Engineering; Geography; Cartography","score_opus":0.0040446129244790276,"score_gpt":0.19999347814987975,"score_spread":0.19594886522540073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077271626","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99051523,0.00012100968,0.0047436655,0.000049509104,0.000006118933,0.000019038156,0.0008178961,0.00007626557,0.0036513596],"genre_scores_gemma":[0.9987936,0.000020494994,0.0005573389,0.0000019278702,0.000003141283,0.000006440026,0.00039727683,0.0000061647443,0.00021360286],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9974948,0.0005007178,0.00038331235,0.00062975753,0.0007916946,0.00019963681],"domain_scores_gemma":[0.97891074,0.010936665,0.0041075144,0.0015251075,0.0040559457,0.00046397033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016163366,0.00021871409,0.00023080077,0.0038300776,0.0003891894,0.0008755874,0.00028888063,0.00033466858,0.0023505376],"category_scores_gemma":[0.013208147,0.00016346158,0.00039985697,0.003866468,0.0006309857,0.00069720706,0.0007605539,0.00032246477,0.0004080649],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019004419,0.000026920958,0.97291034,0.0000488247,0.00012315156,0.00009561737,0.0011493458,0.0044022114,0.0015731548,0.001510531,0.00025315228,0.017716683],"study_design_scores_gemma":[0.0000026477185,0.00009230107,0.9923609,0.00001158305,0.000036218873,0.00010654256,0.0009806502,0.003973861,0.0006594865,0.0010215963,0.0007372711,0.000016977678],"about_ca_topic_score_codex":0.010618463,"about_ca_topic_score_gemma":0.0066271387,"teacher_disagreement_score":0.010618463,"about_ca_system_score_codex":0.0005623298,"about_ca_system_score_gemma":0.00059060066,"threshold_uncertainty_score":0.021113276},"labels":[],"label_agreement":null},{"id":"W2080132740","doi":"10.3141/2186-16","title":"Post–Soil Interactions on Guardrails near the Crown of a Slope","year":2010,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Geotechnical engineering; Levee; Horizontal and vertical; Crown (dentistry); Geology; Steep slope; Environmental science; Materials science; Geodesy","score_opus":0.04663627743158176,"score_gpt":0.3558738264191235,"score_spread":0.30923754898754174,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080132740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99865,0.000014871872,0.00023810023,0.0000034751647,0.0000019154493,0.000004161235,0.000026013004,0.0000084002195,0.0010529447],"genre_scores_gemma":[0.9992536,0.000016051286,0.00010096419,0.0000017828996,0.0000010218198,0.0000021862427,0.0000397133,0.0000047278127,0.0005798784],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99969363,0.000040648974,0.0000109460125,0.00005246991,0.00007820588,0.00012412303],"domain_scores_gemma":[0.99942833,0.00017415763,0.000105728395,0.000049550927,0.00013480967,0.00010742687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015759472,0.0003330018,0.0005193403,0.0005919159,0.00055744,0.0008074567,0.00038631982,0.0004250977,0.00431469],"category_scores_gemma":[0.00090897724,0.00025256138,0.00030763747,0.00030481664,0.00041927464,0.00038666857,0.00074357033,0.00030125098,0.00077405956],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0031205912,0.0008937574,0.2449661,0.0003984654,0.0001836308,0.005632706,0.001513308,0.033384915,0.6501924,0.0017452921,0.0011221813,0.056846663],"study_design_scores_gemma":[0.00004320411,0.0034940476,0.8608372,0.00003507475,0.00015091382,0.000706703,0.0034375687,0.053930286,0.073685735,0.0008443295,0.002777641,0.000057292284],"about_ca_topic_score_codex":0.004125406,"about_ca_topic_score_gemma":0.007951881,"teacher_disagreement_score":0.00431469,"about_ca_system_score_codex":0.0003273686,"about_ca_system_score_gemma":0.00028389285,"threshold_uncertainty_score":0.014434099},"labels":[],"label_agreement":null},{"id":"W2082270370","doi":"10.4028/www.scientific.net/amr.366.464","title":"CAE Analysis and Improvement Design of Double-Decker Coach in Full Front Impact","year":2011,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Front (military); Deformation (meteorology); Structural engineering; Engineering; Crash; Collision; Simulation; Mechanical engineering; Computer science; Materials science; Composite material; Computer security","score_opus":0.07374923003348166,"score_gpt":0.34483803647719946,"score_spread":0.2710888064437178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2082270370","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79307497,0.00030995402,0.18077381,0.00020730551,0.000046599704,0.00013625412,0.00020101998,0.000814494,0.024435509],"genre_scores_gemma":[0.99252456,0.000033848,0.004589883,0.000013335632,0.000002254067,0.000023040016,0.000049600265,0.000023282077,0.0027402046],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995584,0.00003817198,0.000008655526,0.000084731946,0.00019704133,0.00011287636],"domain_scores_gemma":[0.99951386,0.00008166963,0.000035249697,0.000047664285,0.0002579952,0.00006351635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029964975,0.0004878946,0.00065806904,0.00086124695,0.00065600104,0.00096085534,0.0009062099,0.0007955032,0.004867085],"category_scores_gemma":[0.00072412536,0.00032911066,0.00046065924,0.0003599116,0.00040256372,0.0004796021,0.00053368445,0.000358478,0.0005629722],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011066005,0.0002802956,0.010918372,0.00019080951,0.00006789004,0.00057768426,0.00014603639,0.84239036,0.0969754,0.0029168255,0.0013632231,0.043066524],"study_design_scores_gemma":[0.000027290536,0.00025629596,0.0050188615,0.0000061512346,0.000030987645,0.00005597028,0.00010695025,0.98176974,0.011604121,0.00022526206,0.0008816503,0.000016656268],"about_ca_topic_score_codex":0.014033359,"about_ca_topic_score_gemma":0.009267238,"teacher_disagreement_score":0.014033359,"about_ca_system_score_codex":0.0006602517,"about_ca_system_score_gemma":0.00087630644,"threshold_uncertainty_score":0.027903318},"labels":[],"label_agreement":null},{"id":"W2088208555","doi":"10.3141/2060-05","title":"Length Requirements for New Single-Arc Unsymmetrical Vertical Curve","year":2008,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Core Research for Evolutional Science and Technology; Natural Sciences and Engineering Research Council of Canada","keywords":"Arc length; Arc (geometry); Curvature; Osculating circle; Mathematics; Geometry; Function (biology); Curve fitting; Point (geometry); Mathematical analysis; Statistics","score_opus":0.1869788281919318,"score_gpt":0.3825364548686997,"score_spread":0.1955576266767679,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088208555","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06517563,0.00018104384,0.89315367,0.00025608696,0.000062019346,0.00033183777,0.00023108517,0.0013582906,0.03925051],"genre_scores_gemma":[0.67989314,0.00027913146,0.30545393,0.00010834383,0.00004941866,0.00038571036,0.00043904415,0.0005322084,0.012859084],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9973502,0.00031200214,0.0002944257,0.00021953935,0.0016793055,0.00014462518],"domain_scores_gemma":[0.9935342,0.0013276456,0.0008996241,0.0006127156,0.0033913434,0.00023435331],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012646255,0.0005004036,0.00035368686,0.0010673399,0.0005382498,0.0012693465,0.0013575805,0.0007278662,0.0057653747],"category_scores_gemma":[0.009287456,0.0003175766,0.00036000236,0.0006076171,0.0005825846,0.0014764034,0.0009136317,0.0007713995,0.00191861],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048726093,0.00020642632,0.010710652,0.0007425337,0.000027074298,0.0005446522,0.0012286311,0.187153,0.124269105,0.13345385,0.009680938,0.53149587],"study_design_scores_gemma":[0.00019096312,0.0017455519,0.011189924,0.00020283883,0.00006652405,0.00252657,0.00081249047,0.6027225,0.14002238,0.05671638,0.18357143,0.00023247748],"about_ca_topic_score_codex":0.0018993674,"about_ca_topic_score_gemma":0.0028393408,"teacher_disagreement_score":0.0057653747,"about_ca_system_score_codex":0.0007618106,"about_ca_system_score_gemma":0.0016783982,"threshold_uncertainty_score":0.01928711},"labels":[],"label_agreement":null},{"id":"W2089827158","doi":"10.1115/imece2002-39623","title":"Developing Guidelines for Crashworthiness of Light Rail Vehicles in Mixed Fleet Operations","year":2002,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bombardier (Canada)","funders":"","keywords":"Crashworthiness; Collision; Automotive engineering; Crash; Engineering; Vehicle dynamics; Vehicle safety; Transport engineering; Seat belt; Parametric statistics; Computer science; Computer security","score_opus":0.07451032276647532,"score_gpt":0.29756002164084183,"score_spread":0.22304969887436651,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089827158","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36561435,0.0011296385,0.61212265,0.000424689,0.00007083066,0.0012493224,0.00042670837,0.0014745267,0.017487215],"genre_scores_gemma":[0.7530826,0.0005235291,0.24233563,0.000076086595,0.000021957161,0.0007653719,0.00045796728,0.00016815026,0.0025685902],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9968575,0.0012156786,0.00050642894,0.00017428047,0.0010488319,0.00019724302],"domain_scores_gemma":[0.9836752,0.0072845123,0.0018743586,0.00071622833,0.0061476645,0.00030204694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004539076,0.0009964862,0.0004823354,0.0027542755,0.0004748129,0.0013290327,0.0020124854,0.00079212955,0.0020060502],"category_scores_gemma":[0.027207427,0.00040726317,0.0002501071,0.00081350346,0.0006245265,0.001143479,0.0011477044,0.0006228571,0.00082685344],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006861448,0.0008208026,0.093569964,0.00088715437,0.00008128418,0.0014486928,0.005210912,0.336964,0.053869195,0.028721202,0.018950192,0.4587904],"study_design_scores_gemma":[0.00021725129,0.003247788,0.0785545,0.0011452483,0.00012430965,0.0011206086,0.0068990816,0.7815381,0.06229252,0.020493126,0.044088144,0.00027934354],"about_ca_topic_score_codex":0.004843676,"about_ca_topic_score_gemma":0.008605384,"teacher_disagreement_score":0.004843676,"about_ca_system_score_codex":0.0008097374,"about_ca_system_score_gemma":0.0010994708,"threshold_uncertainty_score":0.024005175},"labels":[],"label_agreement":null},{"id":"W2091188329","doi":"10.4236/msa.2014.59069","title":"Failure Analysis of an Aluminum Extension Portable Ladder","year":2014,"lang":"en","type":"article","venue":"Materials Sciences and Applications","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Buckling; Axial symmetry; Structural engineering; Instability; Hazard; Finite element method; Extension (predicate logic); Materials science; Forensic engineering; Computer science; Engineering; Mechanics; Physics","score_opus":0.008679097536693388,"score_gpt":0.2350100270274464,"score_spread":0.226330929490753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091188329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97809327,0.000096243704,0.017569741,0.000028647133,0.000007414443,0.000028982053,0.00016533057,0.00012564907,0.0038846794],"genre_scores_gemma":[0.9969957,0.000045980316,0.0010069855,0.0000038766248,0.0000011645914,0.000008602244,0.00005286491,0.000006153565,0.0018786556],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999882,0.000012998124,0.0000062819577,0.00001948319,0.000055256645,0.000023906317],"domain_scores_gemma":[0.9998474,0.000038588663,0.000035183028,0.000020239377,0.000045198653,0.000013408065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002217536,0.0003932626,0.0003395016,0.00064114045,0.00033932054,0.0002499462,0.0005001761,0.000611918,0.002637405],"category_scores_gemma":[0.00038102322,0.0001576637,0.0005059217,0.00031125377,0.00035634486,0.00017868893,0.00026008277,0.00019830669,0.00037296393],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025959293,0.00013959013,0.012512761,0.0001696389,0.000045138844,0.0013159765,0.00033388752,0.8213614,0.14515962,0.0010868388,0.0003341065,0.0172814],"study_design_scores_gemma":[0.0000141814635,0.00048630824,0.012016488,0.000020622145,0.000027843358,0.00020991341,0.00013775847,0.9754623,0.010621715,0.00022481517,0.0007585819,0.000019382062],"about_ca_topic_score_codex":0.00964128,"about_ca_topic_score_gemma":0.0057566073,"teacher_disagreement_score":0.00964128,"about_ca_system_score_codex":0.00038484237,"about_ca_system_score_gemma":0.00040775072,"threshold_uncertainty_score":0.019170344},"labels":[],"label_agreement":null},{"id":"W2101237829","doi":"10.1139/cjce-2013-0393","title":"Development of cost-effective PL-3 concrete bridge barrier reinforced with sand-coated glass fibre reinforced polymer (GFRP) bars: vehicle crash test","year":2014,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Pultrall","keywords":"Fibre-reinforced plastic; Structural engineering; Crash; Bridge (graph theory); Materials science; Crash test; Glass fiber; Composite material; Engineering; Forensic engineering; Computer science","score_opus":0.005697309067677557,"score_gpt":0.18248879922793232,"score_spread":0.17679149016025475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2101237829","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972766,0.000058212296,0.0020891225,0.000012264959,0.000004436854,0.000070938026,0.00014265857,0.000022800024,0.0003230014],"genre_scores_gemma":[0.9917955,0.00013154035,0.006375509,0.000011606828,0.0000016062984,0.000080582024,0.00039465565,0.000011665799,0.0011973728],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999647,0.000041049338,0.000020808207,0.00005253911,0.00018899557,0.000049493512],"domain_scores_gemma":[0.9996501,0.000039225855,0.00005734203,0.00002394106,0.00015423945,0.00007520479],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038298866,0.00034363105,0.0002249172,0.00032818635,0.00019167825,0.00014295298,0.00070195465,0.0004585976,0.00094810175],"category_scores_gemma":[0.00036469905,0.00017155013,0.0002377146,0.00023740473,0.00014421131,0.00023728209,0.00029595513,0.0002497306,0.00019266368],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019590007,0.00028966044,0.0032364463,0.000092778144,0.00001137678,0.00025735944,0.00007431508,0.0018667084,0.99105084,0.00008774455,0.00007144277,0.0027654807],"study_design_scores_gemma":[0.000057317895,0.009353798,0.032364044,0.0000096507965,0.000042411582,0.00024183201,0.00014799682,0.006008732,0.9505116,0.000029029874,0.0012139152,0.000019695983],"about_ca_topic_score_codex":0.0017389595,"about_ca_topic_score_gemma":0.0030522905,"teacher_disagreement_score":0.0017389595,"about_ca_system_score_codex":0.00019713183,"about_ca_system_score_gemma":0.00027434167,"threshold_uncertainty_score":0.0034576654},"labels":[],"label_agreement":null},{"id":"W2107934762","doi":"10.1139/l04-006","title":"Pendulum impacts into concrete bridge barriers reinforced with glass fibre reinforced polymer composite bars","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Materials science; Composite material; Cracking; Structural engineering; Glass fiber; Composite number; Slab; Engineering","score_opus":0.004018923475411301,"score_gpt":0.17639612862360352,"score_spread":0.17237720514819221,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2107934762","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99930537,0.000028427172,0.0004223634,0.00000294709,0.0000020119674,0.0000062237114,0.000014847963,0.000010696912,0.000207112],"genre_scores_gemma":[0.9989229,0.000049628365,0.00040993968,0.0000072436833,0.0000015460597,0.0000040712507,0.000050354167,0.0000061574096,0.00054825],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956053,0.0000469872,0.000010831799,0.000054949163,0.00016118714,0.00016549356],"domain_scores_gemma":[0.9994137,0.00019394195,0.00009621069,0.00003556152,0.00015695146,0.00010357448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003142141,0.0007866192,0.000390875,0.00066626247,0.0004845148,0.00021964991,0.00043840025,0.0006541652,0.002740564],"category_scores_gemma":[0.0007126436,0.00038403168,0.0003915215,0.00018048346,0.0004558077,0.0005183504,0.0007039594,0.00042145315,0.00031290864],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010826826,0.00012407414,0.0075235795,0.00008899762,0.000028422111,0.0011073678,0.00038150014,0.002787767,0.981573,0.00009727552,0.00007013647,0.005135217],"study_design_scores_gemma":[0.00004658197,0.006635962,0.06547358,0.00002311995,0.00005919266,0.00059646554,0.0006456341,0.007786032,0.9179296,0.00006747545,0.0007117919,0.00002458122],"about_ca_topic_score_codex":0.0037668378,"about_ca_topic_score_gemma":0.0056768022,"teacher_disagreement_score":0.0037668378,"about_ca_system_score_codex":0.00032258654,"about_ca_system_score_gemma":0.00016909395,"threshold_uncertainty_score":0.009168088},"labels":[],"label_agreement":null},{"id":"W211291424","doi":"10.21236/ada533660","title":"Summary Report Ground Project Surveys for the Quarter Ended March 31, 2006","year":2006,"lang":"en","type":"report","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); Geography; Archaeology","score_opus":0.04059279951625297,"score_gpt":0.29838793387665674,"score_spread":0.2577951343604038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W211291424","genre_codex":"dataset","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15009615,0.001080307,0.0062609203,0.0021199323,0.0008275365,0.003524575,0.64031446,0.0019298632,0.19384621],"genre_scores_gemma":[0.17957635,0.0017127641,0.010999463,0.00058335805,0.00023231028,0.0035318893,0.5576876,0.00039804468,0.24527822],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99737275,0.00036396898,0.000293346,0.00021187557,0.0015157994,0.00024225557],"domain_scores_gemma":[0.9917812,0.0006438209,0.0011399651,0.0003798808,0.00573441,0.00032075497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024449527,0.00057579204,0.00021261351,0.0028656048,0.0005971051,0.0010735953,0.0006558057,0.00041409893,0.033405464],"category_scores_gemma":[0.006143607,0.00026877917,0.00018227394,0.002177506,0.00010934101,0.0005788518,0.0007196849,0.00039186055,0.011884314],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000312485,0.00039910423,0.0940443,0.00065841305,0.00004188088,0.00015658783,0.00072160625,0.0010050248,0.0012320158,0.0006725045,0.7460923,0.15466376],"study_design_scores_gemma":[0.00004599598,0.00041908087,0.37485504,0.00022530339,0.00002248272,0.00015396567,0.0010903426,0.0006766832,0.0026495894,0.00018982185,0.61964417,0.0000275128],"about_ca_topic_score_codex":0.026230488,"about_ca_topic_score_gemma":0.039100673,"teacher_disagreement_score":0.033405464,"about_ca_system_score_codex":0.0015693554,"about_ca_system_score_gemma":0.0025661243,"threshold_uncertainty_score":0.11175239},"labels":[],"label_agreement":null},{"id":"W2113980502","doi":"10.1109/ccst.1999.797903","title":"User performance testing of the Perimitrax buried cable sensor","year":2003,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Senstar (Canada)","funders":"","keywords":"Engineering; Coaxial cable; Software deployment; Telecommunications; Computer science; Electrical engineering; Software engineering","score_opus":0.014217283301731805,"score_gpt":0.19351497524328096,"score_spread":0.17929769194154915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2113980502","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98801386,0.00014460819,0.009769045,0.000046149085,0.0000234655,0.00006291347,0.00027290394,0.00037747613,0.0012895754],"genre_scores_gemma":[0.9922848,0.00012845379,0.00471457,0.000043116255,0.000008126895,0.000032237996,0.00033988617,0.000051054474,0.0023975635],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989485,0.00014669998,0.00005465361,0.00016800895,0.0005971632,0.00008498412],"domain_scores_gemma":[0.99808085,0.00059651287,0.000103091676,0.0002123202,0.00091153034,0.000095811716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007803504,0.0005285393,0.00047596951,0.0005865756,0.00031441668,0.00032245312,0.0005993396,0.00055295596,0.0016146009],"category_scores_gemma":[0.0018893211,0.00017122425,0.00021398035,0.00042041927,0.00026237438,0.00080270413,0.00042502678,0.0002305441,0.0004991619],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024864457,0.0005889001,0.033223134,0.00045719888,0.000081064005,0.00096440624,0.0019423439,0.00534783,0.850725,0.00043058457,0.0017197484,0.10203333],"study_design_scores_gemma":[0.00008048019,0.014521167,0.060531434,0.00005131331,0.00010813568,0.0019018872,0.0008571697,0.02349879,0.8908958,0.0001858047,0.007291291,0.000076686556],"about_ca_topic_score_codex":0.0009208666,"about_ca_topic_score_gemma":0.0015166865,"teacher_disagreement_score":0.0016146009,"about_ca_system_score_codex":0.0003134607,"about_ca_system_score_gemma":0.00019729917,"threshold_uncertainty_score":0.005401373},"labels":[],"label_agreement":null},{"id":"W2115769093","doi":"10.1177/0954411914522781","title":"Development and validation of a distal radius finite element model to simulate impact loading indicative of a forward fall","year":2014,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part H Journal of Engineering in Medicine","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; University of Windsor; Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"RADIUS; Fracture (geology); Projectile; Finite element method; Model validation; Structural engineering; Standard deviation; Metric (unit); Mechanics; Polygon mesh; Materials science; Mathematics; Geometry; Statistics; Engineering; Computer science; Physics; Composite material","score_opus":0.014501675293315214,"score_gpt":0.24795355303609343,"score_spread":0.2334518777427782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115769093","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2762432,0.00020314466,0.7110785,0.00021360049,0.00005861982,0.0003055641,0.00074567506,0.0016858808,0.009465781],"genre_scores_gemma":[0.8056312,0.0001804935,0.18676482,0.000058850685,0.0000062185477,0.00033428834,0.00061453495,0.00018964434,0.00621988],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977785,0.000048055983,0.000019402509,0.000029446182,0.000103667764,0.000021489835],"domain_scores_gemma":[0.999726,0.00010500193,0.000022576818,0.00004143015,0.00009080169,0.000014185104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048049435,0.00040121973,0.00046511416,0.00042295703,0.00030103882,0.0005469793,0.0011929765,0.0009745371,0.0013387946],"category_scores_gemma":[0.0010386459,0.0003703384,0.000584248,0.00022142335,0.0003524203,0.00030411824,0.0005035705,0.0004259741,0.00070686487],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029368057,0.000033533197,0.001207786,0.00003434528,0.000011696821,0.00008533354,0.00006756788,0.9776619,0.011119979,0.00089118787,0.00020406011,0.008653112],"study_design_scores_gemma":[0.000007240787,0.000024239205,0.00038198088,0.000008489155,0.0000045378283,0.000035296234,0.000019722203,0.99568594,0.002646154,0.00015347493,0.0010261803,0.0000066921643],"about_ca_topic_score_codex":0.009466593,"about_ca_topic_score_gemma":0.007811593,"teacher_disagreement_score":0.009466593,"about_ca_system_score_codex":0.0004261557,"about_ca_system_score_gemma":0.001075783,"threshold_uncertainty_score":0.018822968},"labels":[],"label_agreement":null},{"id":"W2122936615","doi":"10.5399/osu/jtrf.47.2.1696","title":"Evaluation of Football Shaped Rumble Strips Versus Rectangular Rumble Strips","year":2011,"lang":"en","type":"article","venue":"Journal of the Transportation Research Forum","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rumble; STRIPS; Engineering; Poison control; Forensic engineering; Aeronautics; Transport engineering; Medicine; Computer science; Electrical engineering; Medical emergency","score_opus":0.18403054188730414,"score_gpt":0.35354341528005406,"score_spread":0.16951287339274992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2122936615","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911112,0.0008456997,0.002632365,0.000028828345,0.000052959356,0.0006305466,0.0003843488,0.00002821193,0.004285922],"genre_scores_gemma":[0.9874533,0.00087971543,0.008294118,0.000069247784,0.0000207305,0.00029566817,0.00057293026,0.000010687727,0.0024037585],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99610764,0.0012019448,0.00048212428,0.0003602096,0.0016338575,0.00021424047],"domain_scores_gemma":[0.98545164,0.0053423876,0.0019218936,0.00039411327,0.0064088237,0.000481091],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0042343494,0.0006425419,0.00056312385,0.0020528995,0.00041066355,0.0007763156,0.00066431693,0.0005528927,0.0027706586],"category_scores_gemma":[0.009520894,0.0002616664,0.0005242842,0.0013915078,0.00042259003,0.0007266423,0.0005310772,0.00023163496,0.0005823111],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.03456045,0.0065317447,0.39394003,0.008742157,0.0009863661,0.0020207518,0.005006527,0.008768986,0.22586557,0.0007890379,0.0021350174,0.31065333],"study_design_scores_gemma":[0.0005833619,0.081442766,0.76488703,0.0006332714,0.0010087205,0.00073546,0.018039346,0.0072296867,0.11813549,0.00038354177,0.0067725945,0.00014865055],"about_ca_topic_score_codex":0.0029027092,"about_ca_topic_score_gemma":0.0077422606,"teacher_disagreement_score":0.0042343494,"about_ca_system_score_codex":0.0005752915,"about_ca_system_score_gemma":0.0006388595,"threshold_uncertainty_score":0.022393644},"labels":[],"label_agreement":null},{"id":"W2133995436","doi":"","title":"Mobile Compacting Equipment Safety Guidelines | Ontario Ministry of Labour","year":2004,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Christian ministry; Guideline; Truck; Engineering; Lock (firearm); Forensic engineering; Operations management; Transport engineering; Political science; Mechanical engineering; Law; Automotive engineering","score_opus":0.02302427674330393,"score_gpt":0.26919879503804034,"score_spread":0.2461745182947364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2133995436","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.025555521,0.010635222,0.014963651,0.03309966,0.0032330933,0.004097091,0.041677978,0.0014840272,0.86525375],"genre_scores_gemma":[0.100955054,0.0105696805,0.028247789,0.007007769,0.00026687954,0.0019233368,0.027170362,0.0005022806,0.8233569],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99190736,0.00042293995,0.00046822082,0.0002287529,0.006090228,0.0008825525],"domain_scores_gemma":[0.9896764,0.00035268225,0.0004524127,0.00022455209,0.008873474,0.0004203814],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002655631,0.00077344093,0.00034236768,0.0017555468,0.0034380353,0.0018231926,0.0024535777,0.0020361587,0.0243385],"category_scores_gemma":[0.005345905,0.000827663,0.0004954842,0.002146418,0.0011442776,0.0009281784,0.0011369799,0.0012193506,0.009091543],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014007073,0.00013871466,0.0068246047,0.0008651744,0.000011498022,0.00028587593,0.0015204127,0.0010591288,0.004305721,0.00926427,0.8593849,0.11619973],"study_design_scores_gemma":[0.000019857476,0.000037330326,0.017867051,0.0003032115,0.00000974223,0.00005595759,0.00042185042,0.000264163,0.00051859923,0.0003952433,0.98007584,0.000031125343],"about_ca_topic_score_codex":0.9358532,"about_ca_topic_score_gemma":0.96878517,"teacher_disagreement_score":0.06414682,"about_ca_system_score_codex":0.024103222,"about_ca_system_score_gemma":0.093428224,"threshold_uncertainty_score":0.17488194},"labels":[],"label_agreement":null},{"id":"W2138519761","doi":"10.1061/(asce)0733-947x(2006)132:9(722)","title":"Crashworthiness of Motor Vehicle and Traffic Light Pole in Frontal Collisions","year":2006,"lang":"en","type":"article","venue":"Journal of Transportation Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Thornhill Medical (Canada); Toronto Metropolitan University","funders":"","keywords":"Crashworthiness; Motor vehicle crash; Automotive engineering; Engineering; Poison control; Computer science; Crash; Injury prevention; Medicine; Medical emergency","score_opus":0.0028899045134666754,"score_gpt":0.1779737332744457,"score_spread":0.17508382876097903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2138519761","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999464,0.000025331155,0.0002748477,0.000003374696,7.421528e-7,0.0000026349016,0.000024206083,0.000005014213,0.00019987494],"genre_scores_gemma":[0.99978703,0.000014587092,0.000053050448,8.95009e-7,4.204856e-7,0.0000013977369,0.000029851008,0.0000013662142,0.000111356996],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998398,0.000029827426,0.000009636619,0.000023182973,0.000058770245,0.00003874221],"domain_scores_gemma":[0.99929035,0.0002688067,0.00021945285,0.000049388735,0.00012340833,0.000048624333],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026246067,0.00024026254,0.00027427103,0.0007477293,0.00023891202,0.00035821614,0.00030617914,0.00040033908,0.0021465498],"category_scores_gemma":[0.0025245177,0.00016802676,0.00023471315,0.00030431923,0.000238693,0.0002817798,0.00031818423,0.000098369565,0.00029482527],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004117997,0.00036875135,0.85141724,0.00014385139,0.0001697983,0.0031762049,0.0012134563,0.06344838,0.03316875,0.00058783195,0.0004217593,0.04176605],"study_design_scores_gemma":[0.000028651875,0.0014725546,0.9260608,0.00001709143,0.000056950634,0.0013029337,0.0012372287,0.062157348,0.006678627,0.00053967367,0.00041883855,0.000029263632],"about_ca_topic_score_codex":0.0033574286,"about_ca_topic_score_gemma":0.0035533009,"teacher_disagreement_score":0.0033574286,"about_ca_system_score_codex":0.00022183839,"about_ca_system_score_gemma":0.0001512313,"threshold_uncertainty_score":0.0071808696},"labels":[],"label_agreement":null},{"id":"W2156407786","doi":"10.1139/cjce-2013-0328","title":"Structural behavior of cast-in-place and precast concrete barriers subjected to transverse static loading and anchored to bridge deck overhangs","year":2015,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Precast concrete; Structural engineering; Deck; Bridge (graph theory); Transverse plane; Bridge deck; Engineering; Materials science; Geotechnical engineering; Forensic engineering","score_opus":0.012065352783304393,"score_gpt":0.20836867652328,"score_spread":0.1963033237399756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2156407786","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995739,0.000014415902,0.00016988262,0.0000016612559,0.0000019854058,0.0000040670257,0.00002786059,0.000004390367,0.00020184011],"genre_scores_gemma":[0.9987465,0.000022119295,0.000331351,0.0000036035174,6.250054e-7,0.0000057716384,0.00008295508,0.0000053357653,0.0008017124],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976903,0.000015586587,0.000008682882,0.000037159505,0.00011848942,0.00005108365],"domain_scores_gemma":[0.99962544,0.000051325,0.000065551016,0.000045207886,0.0001169338,0.00009558041],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019525386,0.00042511107,0.00031227327,0.00032400218,0.00028614554,0.00021303578,0.00036674246,0.00040702682,0.002478235],"category_scores_gemma":[0.0005099115,0.00027291334,0.0001960927,0.00015964563,0.00044608716,0.00022756349,0.00030782496,0.0003286485,0.00039416243],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045036362,0.000072029725,0.005562574,0.000040581686,0.000009213194,0.00024310523,0.00017909358,0.0019645325,0.98933,0.00004847256,0.000029834699,0.0020701645],"study_design_scores_gemma":[0.00004175328,0.0039909706,0.22607616,0.000028827144,0.00006235249,0.00040527197,0.0013810662,0.009679105,0.7570399,0.00008400614,0.0011742574,0.00003624987],"about_ca_topic_score_codex":0.002170023,"about_ca_topic_score_gemma":0.008389996,"teacher_disagreement_score":0.002478235,"about_ca_system_score_codex":0.00018913312,"about_ca_system_score_gemma":0.00034263232,"threshold_uncertainty_score":0.008290529},"labels":[],"label_agreement":null},{"id":"W2169922855","doi":"10.1061/(asce)0733-947x(2009)135:4(225)","title":"Evaluation of Current Repair Criteria for Longitudinal Barrier with Crash Damage","year":2009,"lang":"en","type":"article","venue":"Journal of Transportation Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Ohio Department of Transportation","keywords":"Crash; Liability; Loss and damage; Forensic engineering; Business; Transport engineering; Risk analysis (engineering); Engineering; Computer science; Finance","score_opus":0.03135012448420514,"score_gpt":0.3013560316518444,"score_spread":0.2700059071676392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2169922855","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60115695,0.14196256,0.101071395,0.009477546,0.0012376368,0.005336525,0.011507984,0.0010951844,0.12715419],"genre_scores_gemma":[0.86149204,0.01866339,0.10780394,0.00065275707,0.0001104156,0.0007391203,0.004710034,0.00008503686,0.0057433043],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.97641784,0.002648642,0.003398082,0.00075162743,0.015880521,0.00090317347],"domain_scores_gemma":[0.8508287,0.022189919,0.008933178,0.001245924,0.115108155,0.0016941905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.02242337,0.0007421673,0.0010261275,0.017682523,0.002463546,0.0029713137,0.004791555,0.000889498,0.0018995816],"category_scores_gemma":[0.07356581,0.00039504626,0.0010504659,0.008760315,0.001281369,0.0018077967,0.0010134127,0.0006596354,0.0004533041],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010619854,0.00037613473,0.34207815,0.007935455,0.00033345114,0.00046993574,0.0059639663,0.01183618,0.007226151,0.013525476,0.048056245,0.56113684],"study_design_scores_gemma":[0.0002769248,0.0024670851,0.63622904,0.011722594,0.0020707834,0.0021263738,0.02918278,0.056010686,0.029807745,0.006385175,0.22311853,0.0006023071],"about_ca_topic_score_codex":0.4155011,"about_ca_topic_score_gemma":0.6664619,"teacher_disagreement_score":0.4155011,"about_ca_system_score_codex":0.019124825,"about_ca_system_score_gemma":0.03626162,"threshold_uncertainty_score":0.8261652},"labels":[],"label_agreement":null},{"id":"W2171459082","doi":"10.1243/0954407011528185","title":"The distribution of energy absorbed by a three-spoke steering wheel armature in an impact with a deformable chestform","year":2001,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part D Journal of Automobile Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Armature (electrical engineering); Finite element method; Impact energy; Automotive industry; Computer science; Mechanical engineering; Engineering; Structural engineering; Aerospace engineering; Magnet","score_opus":0.005739432243964928,"score_gpt":0.20036681482677235,"score_spread":0.19462738258280743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2171459082","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971066,0.00002220472,0.0022786565,0.0000053563977,0.0000015918966,0.0000058881956,0.000023487084,0.000024067165,0.0005322063],"genre_scores_gemma":[0.9992912,0.000019044739,0.00040099255,0.0000030595686,4.2342953e-7,0.000002406281,0.000027746026,0.0000060234215,0.00024914098],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998087,0.000018770337,0.000009656071,0.000025501571,0.000082246,0.000055100834],"domain_scores_gemma":[0.99951756,0.00026904326,0.000055750592,0.000042917836,0.00007658006,0.00003812404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025092636,0.0003116148,0.0003453449,0.0006595291,0.00033526606,0.00042433254,0.00035024656,0.00045399214,0.0016585791],"category_scores_gemma":[0.0009639642,0.00022246112,0.00028890488,0.00039502027,0.0007970113,0.00038875794,0.00029538345,0.00027885233,0.00021175448],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001983346,0.00027572436,0.027320923,0.00015968176,0.00006115028,0.002007978,0.0005692084,0.27806792,0.66612333,0.0008284944,0.00013584687,0.022466375],"study_design_scores_gemma":[0.00007507461,0.0018400036,0.15723744,0.000041673884,0.00009182645,0.0008396391,0.0013438262,0.43503347,0.4019671,0.00051732763,0.00091963646,0.00009290506],"about_ca_topic_score_codex":0.001911109,"about_ca_topic_score_gemma":0.0023620944,"teacher_disagreement_score":0.001911109,"about_ca_system_score_codex":0.00045560373,"about_ca_system_score_gemma":0.00021458778,"threshold_uncertainty_score":0.005548537},"labels":[],"label_agreement":null},{"id":"W2181623002","doi":"","title":"Proposed 400 Series Highway Extensions Toronto Region","year":2004,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Series (stratigraphy); Geography; Computer science; Transport engineering; Geology; Engineering","score_opus":0.00877561613973973,"score_gpt":0.20107001806779157,"score_spread":0.19229440192805183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2181623002","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10531835,0.00048151394,0.027597785,0.003120423,0.0011426449,0.0015087624,0.0058652936,0.0019364683,0.8530288],"genre_scores_gemma":[0.30621153,0.00059326197,0.021798696,0.0004124211,0.00014818613,0.00039569678,0.0048005693,0.0001234058,0.66551626],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99954164,0.00007025084,0.000007912028,0.00007092002,0.000183363,0.00012598209],"domain_scores_gemma":[0.9992449,0.000021368603,0.000015898286,0.0000729933,0.00052368216,0.000121253295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005276104,0.0005205453,0.0003179056,0.0006636749,0.0028542206,0.0015231647,0.0009516123,0.001127863,0.070526436],"category_scores_gemma":[0.0006130145,0.00024756262,0.00032716422,0.00091476314,0.0005288039,0.00048149913,0.0009799439,0.0007366289,0.011042507],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083717285,0.00036226586,0.017471986,0.00029377922,0.000038393962,0.0005800763,0.0008704307,0.040922023,0.013116864,0.06518144,0.54654455,0.31378102],"study_design_scores_gemma":[0.00014315882,0.00042194233,0.019474464,0.00010259121,0.000063900385,0.00013609142,0.001235504,0.02191222,0.005344335,0.0039847232,0.94713223,0.000048796042],"about_ca_topic_score_codex":0.4456782,"about_ca_topic_score_gemma":0.74325156,"teacher_disagreement_score":0.55432177,"about_ca_system_score_codex":0.0066456124,"about_ca_system_score_gemma":0.016276019,"threshold_uncertainty_score":0.8861681},"labels":[],"label_agreement":null},{"id":"W2183055424","doi":"","title":"CITY OF TORONTO BY-LAW No. 121-2014 To amend City of Toronto Municipal Code Chapter 886, Footpaths, Pedestrian Ways, Bicycle Paths, Bicycle Lanes and Cycle Tracks, to amend the definition of bicycle.","year":2014,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pedestrian; Transport engineering; Code (set theory); Computer science; Engineering; Programming language","score_opus":0.01987112534893662,"score_gpt":0.23448751496030815,"score_spread":0.21461638961137153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2183055424","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008480008,0.0025749758,0.0027739825,0.020910494,0.0056228433,0.0012229997,0.06682701,0.001121019,0.8904666],"genre_scores_gemma":[0.026327888,0.0009785579,0.0018307219,0.009000068,0.00029601832,0.0004772532,0.0156134,0.0003573718,0.9451188],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99461985,0.00025511679,0.00027382825,0.0004311647,0.0031200706,0.0012999191],"domain_scores_gemma":[0.9884084,0.0006838073,0.00027103454,0.0006618847,0.0090925405,0.0008824554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017970153,0.0009560357,0.0007447447,0.0012856214,0.008807487,0.0064747804,0.0020912515,0.006251542,0.06457743],"category_scores_gemma":[0.00817298,0.0012232927,0.0006331167,0.0029200537,0.0016061745,0.0016809464,0.0015579232,0.0040882076,0.028693348],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037572343,0.000017903776,0.0009987506,0.00010092695,0.000005208591,0.00008287207,0.0006611141,0.000120604964,0.00024063747,0.024133654,0.9694987,0.0041020624],"study_design_scores_gemma":[0.000019002771,0.000013890467,0.007063724,0.00011013658,0.000015556852,0.000033804845,0.0005360837,0.000121738834,0.00025636159,0.00071807933,0.9910787,0.00003300491],"about_ca_topic_score_codex":0.95968,"about_ca_topic_score_gemma":0.9863492,"teacher_disagreement_score":0.06457743,"about_ca_system_score_codex":0.041351806,"about_ca_system_score_gemma":0.103781015,"threshold_uncertainty_score":0.3000298},"labels":[],"label_agreement":null},{"id":"W2184483185","doi":"","title":"Washington State Department of Transportation Materials Laboratory 11000 NE 51ST Circle, Vancouver PO Box 1709 Vancouver WA 98668-1709","year":2013,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering","score_opus":0.004203502111354426,"score_gpt":0.18960756849961272,"score_spread":0.1854040663882583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2184483185","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010564728,0.000877962,0.0012338144,0.0019144869,0.0008047118,0.00019619202,0.008384726,0.00052474375,0.9754986],"genre_scores_gemma":[0.017816458,0.0017436142,0.001979408,0.00037645403,0.000048615155,0.000061468214,0.004991448,0.00015955944,0.97282314],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987846,0.00006121188,0.000043049375,0.0001365778,0.0008364442,0.0001380863],"domain_scores_gemma":[0.9970893,0.00020633743,0.000061123304,0.00013306565,0.0023357794,0.0001744379],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0007295235,0.0008968671,0.0006250893,0.002377134,0.0047526164,0.0035864522,0.0013415182,0.0017869456,0.31720257],"category_scores_gemma":[0.0016188279,0.0008117279,0.0003820254,0.0021710424,0.000393572,0.0008108794,0.0005628349,0.0016462355,0.09593082],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024289313,0.0006447035,0.010615244,0.00035425436,0.00007477972,0.0002543166,0.00014835135,0.0006745902,0.004881832,0.00514689,0.81989545,0.15706657],"study_design_scores_gemma":[0.0000919122,0.00021723741,0.025321435,0.00044939548,0.00015765143,0.0001812739,0.0009236782,0.0018571451,0.004589608,0.0009461693,0.9652162,0.000048238322],"about_ca_topic_score_codex":0.47976172,"about_ca_topic_score_gemma":0.77956337,"teacher_disagreement_score":0.68279743,"about_ca_system_score_codex":0.0041071745,"about_ca_system_score_gemma":0.01420902,"threshold_uncertainty_score":0.9739277},"labels":[],"label_agreement":null},{"id":"W2200500313","doi":"10.2172/1089232","title":"Wireless for Steel Energy Efficiency Final Report","year":2013,"lang":"en","type":"report","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Impact","funders":"","keywords":"Wireless; Test (biology); Transport engineering; Engineering; Service (business); Computer science; Telecommunications; Computer security; Business","score_opus":0.03227020822044161,"score_gpt":0.2665739122177305,"score_spread":0.23430370399728892,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2200500313","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015153185,0.001573822,0.041898925,0.0047260476,0.003042325,0.0010380062,0.012615257,0.0042793164,0.91567314],"genre_scores_gemma":[0.043368608,0.00171304,0.009419183,0.00045374507,0.00028271344,0.00029685535,0.009057108,0.0007264235,0.93468237],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99878734,0.00006368567,0.000022163826,0.00008057659,0.0009219463,0.00012439878],"domain_scores_gemma":[0.99847394,0.000079430094,0.000034892506,0.00012992433,0.0011871279,0.000094627576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001170728,0.0007506662,0.00030392202,0.00092191884,0.00082559657,0.001561385,0.0008372814,0.0008192596,0.12288091],"category_scores_gemma":[0.0014131349,0.00023065094,0.0003069759,0.00088082196,0.00017953619,0.0012085612,0.00067259447,0.0008953656,0.05968195],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001912969,0.00020440496,0.0010029734,0.00023446616,0.000016470744,0.00013193753,0.00009469243,0.0010342568,0.023867825,0.011500019,0.7802481,0.18147352],"study_design_scores_gemma":[0.000026032765,0.00017461486,0.0018278335,0.000050219347,0.000014799591,0.00009728555,0.00011061894,0.0011152377,0.021309549,0.00090653385,0.9743543,0.0000129631335],"about_ca_topic_score_codex":0.006801641,"about_ca_topic_score_gemma":0.0150216315,"teacher_disagreement_score":0.12288091,"about_ca_system_score_codex":0.0013405955,"about_ca_system_score_gemma":0.0018871076,"threshold_uncertainty_score":0.41107756},"labels":[],"label_agreement":null},{"id":"W2215667415","doi":"10.2495/su020151","title":"Frangibility of airport approach lighting towers","year":2002,"lang":"en","type":"article","venue":"WIT transactions on the built environment","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tower; Finite element method; Structural engineering; Contact force; Engineering; Hazard; Scale model; Joint (building); Simulation; Failure mode and effects analysis; Computer science; Aerospace engineering","score_opus":0.019258378603366887,"score_gpt":0.17334183217830465,"score_spread":0.15408345357493777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2215667415","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953288,0.000040524214,0.0024279389,0.000008991011,0.0000055497712,0.000023628278,0.0001472762,0.00004640863,0.0019708117],"genre_scores_gemma":[0.9979108,0.00003492002,0.0009235279,0.0000036344732,8.485366e-7,0.000004184777,0.00014600912,0.000008845429,0.00096718734],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99931777,0.000043011278,0.000021972535,0.00008479343,0.00035369248,0.00017879762],"domain_scores_gemma":[0.9994649,0.00013226975,0.00009525942,0.000071073475,0.00017388901,0.00006259634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047187082,0.00056048605,0.00038673455,0.0009336935,0.00090278935,0.00087628973,0.0005942077,0.0006187187,0.0030281805],"category_scores_gemma":[0.0015749645,0.00028688417,0.00042737878,0.0003559564,0.00073282106,0.0005041927,0.00046912025,0.0003303215,0.00037012948],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014106563,0.00020901627,0.05472173,0.00030115744,0.000049900143,0.0030853613,0.00110464,0.18011756,0.70058453,0.0013290212,0.0007527016,0.05633382],"study_design_scores_gemma":[0.000111641646,0.0032455246,0.29602173,0.00016061777,0.00010997612,0.002648502,0.002529036,0.18226221,0.5042158,0.0008087873,0.0076517905,0.0002344739],"about_ca_topic_score_codex":0.016449533,"about_ca_topic_score_gemma":0.032533858,"teacher_disagreement_score":0.016449533,"about_ca_system_score_codex":0.000930032,"about_ca_system_score_gemma":0.00050195167,"threshold_uncertainty_score":0.032707572},"labels":[],"label_agreement":null},{"id":"W2221889054","doi":"","title":"2015 ROW Fatality & Trespass Prevention Workshop","year":2015,"lang":"en","type":"article","venue":"Research Results","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Trespass; Outreach; Law enforcement; Enforcement; Public administration; Administration (probate law); Business; Political science; Engineering; Law","score_opus":0.2596367123794301,"score_gpt":0.4476329564068572,"score_spread":0.1879962440274271,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2221889054","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.088490725,0.0063524405,0.025973938,0.2782,0.07268391,0.005955663,0.007964456,0.003074178,0.5113046],"genre_scores_gemma":[0.24460837,0.0106549505,0.029479519,0.039524622,0.0052783014,0.0043614586,0.01096847,0.00039142513,0.6547329],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981001,0.0005591278,0.00013257423,0.0002564251,0.0005951217,0.0003566406],"domain_scores_gemma":[0.9946937,0.0004926671,0.00014410177,0.00018052604,0.0028035035,0.0016855603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006967166,0.0007921276,0.00044028444,0.0009170757,0.0031291991,0.002998161,0.002096263,0.002502338,0.051928934],"category_scores_gemma":[0.0066923564,0.00041260908,0.0012226572,0.00033229368,0.00050003076,0.0013306412,0.004128924,0.0033167785,0.016892109],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000102728154,0.00078824407,0.0015654936,0.0002404582,0.000018729055,0.00031107856,0.0016956968,0.00058614323,0.0008055839,0.0018439287,0.91380006,0.07824186],"study_design_scores_gemma":[0.00004768258,0.00034627694,0.0064439084,0.0011352489,0.000023234446,0.00017280978,0.0061467653,0.00065588846,0.0011942141,0.0017526818,0.98202616,0.000055087872],"about_ca_topic_score_codex":0.012625092,"about_ca_topic_score_gemma":0.03775876,"teacher_disagreement_score":0.051928934,"about_ca_system_score_codex":0.003928227,"about_ca_system_score_gemma":0.014579324,"threshold_uncertainty_score":0.17371958},"labels":[],"label_agreement":null},{"id":"W2246666129","doi":"10.4271/2003-01-1296","title":"Impact Response Prediction of Expanded Polypropylene Foam Energy Absorbers","year":2003,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Polypropylene; Materials science; Composite material; Metal foam; Foam concrete; Porosity","score_opus":0.0092588011607784,"score_gpt":0.2348164061207554,"score_spread":0.225557604959977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2246666129","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9190303,0.0001239362,0.07560917,0.00005333496,0.000015218289,0.000050450508,0.00020180685,0.0005299121,0.0043859193],"genre_scores_gemma":[0.99304307,0.000052253483,0.004802914,0.000008729552,0.000001724619,0.000023341405,0.00012384739,0.000029614044,0.0019145355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998078,0.000027558735,0.0000062141035,0.000023924316,0.00009860978,0.00003596154],"domain_scores_gemma":[0.99960417,0.00020552972,0.00004142617,0.000026487323,0.00010159343,0.000020724317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003135692,0.00060322165,0.0003114574,0.00073763204,0.00019273533,0.00030207928,0.00049081974,0.0008840868,0.001512129],"category_scores_gemma":[0.00085513276,0.00025249057,0.00042187018,0.00023719115,0.00027601366,0.00036300925,0.0002965828,0.00038896277,0.00056350935],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016880475,0.000117098025,0.0031217851,0.000056685472,0.000010636999,0.00017086559,0.000056453548,0.91042334,0.07018804,0.00031917708,0.00028338414,0.01508374],"study_design_scores_gemma":[0.0000034994487,0.00009365989,0.001460067,0.0000029347043,0.0000028574962,0.000015895786,0.000016889604,0.976989,0.021210615,0.00005182542,0.00014691494,0.00000574983],"about_ca_topic_score_codex":0.00514066,"about_ca_topic_score_gemma":0.0033677935,"teacher_disagreement_score":0.00514066,"about_ca_system_score_codex":0.00049573346,"about_ca_system_score_gemma":0.000279984,"threshold_uncertainty_score":0.010221481},"labels":[],"label_agreement":null},{"id":"W2246851755","doi":"","title":"Preliminary Testing of a New Ice Impact Panel","year":2009,"lang":"en","type":"article","venue":"NPARC","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Transport Canada","keywords":"Materials science; Composite material; STRIPS; Block (permutation group theory); Modular design; Deformation (meteorology); Optics; Structural engineering; Computer science; Engineering; Physics; Geometry; Mathematics","score_opus":0.031727108663415673,"score_gpt":0.2563309385995899,"score_spread":0.22460382993617423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2246851755","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9824969,0.000060541643,0.01359259,0.000061263236,0.000058532987,0.00027098233,0.0005834336,0.00025415435,0.0026214572],"genre_scores_gemma":[0.9808007,0.00007992276,0.012902336,0.00007878353,0.000017791353,0.0001215728,0.00090090604,0.000055916043,0.0050421003],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995409,0.000055254444,0.000016772641,0.00008616579,0.0001942267,0.000106663996],"domain_scores_gemma":[0.9993395,0.00010105591,0.000035364552,0.00008771111,0.00024044455,0.00019593861],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061222457,0.00043903093,0.0003291367,0.00024639888,0.00036628876,0.00029443426,0.0006362764,0.00057781796,0.0043276623],"category_scores_gemma":[0.00080390973,0.00016790953,0.0002831619,0.00017596692,0.00019586079,0.0003688883,0.00054322626,0.0004363196,0.0008172355],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007316879,0.0005315384,0.00856764,0.0002723178,0.00004617376,0.0011389415,0.00043828087,0.006830499,0.9527202,0.00016798436,0.001294766,0.027259922],"study_design_scores_gemma":[0.00021140497,0.024505505,0.08487736,0.00006837437,0.00013245178,0.0011890917,0.00047296166,0.019231822,0.8489957,0.000115430674,0.020117393,0.00008251362],"about_ca_topic_score_codex":0.00065068103,"about_ca_topic_score_gemma":0.0012095746,"teacher_disagreement_score":0.0043276623,"about_ca_system_score_codex":0.00016455534,"about_ca_system_score_gemma":0.00017944377,"threshold_uncertainty_score":0.014477432},"labels":[],"label_agreement":null},{"id":"W2269477663","doi":"","title":"Privacy by the Wayside: The New Information Superhighway, Data Privacy, and Intelligent Transportation Systems","year":2011,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Information superhighway; Information privacy; Intelligent transportation system; Privacy by Design; Computer security; Privacy software; Internet privacy; Privacy law; Privacy policy; The Internet; Data sharing; Data Protection Act 1998; Personally identifiable information; Computer science; World Wide Web; Engineering; Transport engineering","score_opus":0.02122450169758722,"score_gpt":0.2177689152671845,"score_spread":0.1965444135695973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2269477663","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00810377,0.18654357,0.10991584,0.3883561,0.00410289,0.000093963026,0.00023364066,0.00020372536,0.30244648],"genre_scores_gemma":[0.51286167,0.26491556,0.05537433,0.08956209,0.014050565,0.00046179842,0.0003450428,0.00032000887,0.06210892],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.98893017,0.0067660264,0.00036860444,0.0007475931,0.0023601803,0.00082739885],"domain_scores_gemma":[0.9941446,0.004072545,0.0004220446,0.0005724595,0.0004628515,0.00032550888],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006463891,0.0006818651,0.0007091759,0.0023964639,0.0055245706,0.015958942,0.0012981904,0.007313425,0.0045141983],"category_scores_gemma":[0.0058700754,0.0005523328,0.0009979944,0.005480748,0.030908786,0.030135408,0.007022172,0.012147347,0.00094927946],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000433762,0.0000049858327,0.00013816511,0.000055754634,0.00000389143,0.00006192511,0.0016386121,0.00012765321,0.000030764248,0.98116714,0.0072858357,0.009480991],"study_design_scores_gemma":[0.0000037909515,0.000019145406,0.0003167703,0.000460051,0.000008009388,0.00038115587,0.0032693984,0.0005614776,0.000098710276,0.60891473,0.38594636,0.000020365957],"about_ca_topic_score_codex":0.0070187515,"about_ca_topic_score_gemma":0.006006411,"teacher_disagreement_score":0.015958942,"about_ca_system_score_codex":0.0064686816,"about_ca_system_score_gemma":0.005848289,"threshold_uncertainty_score":0.04693383},"labels":[],"label_agreement":null},{"id":"W2277230710","doi":"10.1007/978-0-387-46051-2_55","title":"The Design and Implementation of a Crash Pad Evaluation System for Speed Skating","year":2006,"lang":"en","type":"book-chapter","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Crash; Barrel (horology); Pendulum; Engineering; Aeronautics; Speed skating; Computer science; Simulation; Mechanical engineering; Operating system","score_opus":0.027761313950751574,"score_gpt":0.2748524559323087,"score_spread":0.24709114198155716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2277230710","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.028356757,0.00018610338,0.93499285,0.00014105599,0.0001446439,0.0012237021,0.0005408678,0.025934028,0.008479971],"genre_scores_gemma":[0.23581982,0.00024879075,0.7372806,0.00028969278,0.000052143285,0.0012918093,0.0012808447,0.0028811572,0.0208551],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990004,0.0001650998,0.00007653809,0.00017186273,0.0004935249,0.00009260783],"domain_scores_gemma":[0.9982438,0.00043984715,0.00007406638,0.00018993208,0.00095201714,0.00010040993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013661401,0.0010218424,0.00078159175,0.0009749426,0.00057830504,0.0013069472,0.0031818664,0.0008068148,0.010954255],"category_scores_gemma":[0.0025591627,0.0007697098,0.00037627184,0.0004915693,0.000415069,0.001074449,0.0009604508,0.00077038497,0.0033548544],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014464637,0.0007304216,0.00902313,0.0008011225,0.00020994635,0.00048915466,0.0011826778,0.034370106,0.24281605,0.008908147,0.034303967,0.66571873],"study_design_scores_gemma":[0.0003432492,0.0018558451,0.011284081,0.00017333619,0.00039355594,0.0010351843,0.00034637083,0.47416872,0.39544106,0.002684229,0.11205556,0.00021890004],"about_ca_topic_score_codex":0.00337239,"about_ca_topic_score_gemma":0.003565139,"teacher_disagreement_score":0.010954255,"about_ca_system_score_codex":0.0005561885,"about_ca_system_score_gemma":0.0013351847,"threshold_uncertainty_score":0.03664565},"labels":[],"label_agreement":null},{"id":"W2295714062","doi":"10.1016/j.aap.2017.04.001","title":"Another look at the safety effects of horizontal curvature on rural two-lane highways","year":2017,"lang":"en","type":"article","venue":"Accident Analysis & Prevention","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Curvature; Crash; Tangent; Deflection (physics); Geometric design; Geometry; Radius of curvature; Mathematics; Engineering; Computer science; Physics; Optics; Sectional curvature","score_opus":0.005676274667912062,"score_gpt":0.24679747127829668,"score_spread":0.2411211966103846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2295714062","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9885405,0.00012767127,0.00070642435,0.0003727197,0.000013748541,0.0000146477005,0.0003713436,0.000025779154,0.009827219],"genre_scores_gemma":[0.99696034,0.00010407716,0.00021060226,0.000048190854,0.000010656413,0.000002292301,0.00012518022,0.0000064185265,0.0025321308],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996251,0.0001234592,0.000008282578,0.000045496963,0.00009197214,0.00010555132],"domain_scores_gemma":[0.9977551,0.0010590374,0.0002260244,0.00017114963,0.00066091475,0.00012775142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034386915,0.0003883916,0.00026559317,0.0009303196,0.00061577227,0.00066171633,0.0003836844,0.00052023353,0.01244814],"category_scores_gemma":[0.0016417806,0.0001383464,0.00083403854,0.0010385851,0.00062741525,0.0005576015,0.00044208427,0.00052396266,0.0006218659],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0046007335,0.001595669,0.69414973,0.0004945705,0.0006863796,0.0027225774,0.0032755241,0.13959609,0.068068564,0.007914452,0.006107215,0.07078847],"study_design_scores_gemma":[0.00005265372,0.002958389,0.9587682,0.000041130017,0.00024472515,0.0003517931,0.006965743,0.0161031,0.0066594454,0.002350659,0.005453729,0.00005039571],"about_ca_topic_score_codex":0.03675629,"about_ca_topic_score_gemma":0.058220126,"teacher_disagreement_score":0.03675629,"about_ca_system_score_codex":0.0006852771,"about_ca_system_score_gemma":0.0004411764,"threshold_uncertainty_score":0.07308465},"labels":[],"label_agreement":null},{"id":"W2299217262","doi":"","title":"조류 유리충돌 방지를 위한 디자인 개선방안에 관한 고찰","year":2013,"lang":"ko","type":"article","venue":"한국농촌건축학회 논문집","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Collision; Window (computing); Geography; Architectural engineering; Engineering; Computer science; Computer security","score_opus":0.006513049197911765,"score_gpt":0.1984425562308644,"score_spread":0.19192950703295264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2299217262","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24268843,0.17872702,0.031167433,0.057056643,0.016667914,0.0007357036,0.0013322387,0.00054874906,0.47107586],"genre_scores_gemma":[0.5750116,0.14844652,0.019815313,0.009129272,0.002393352,0.00018155064,0.0009850326,0.00013073099,0.24390659],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990615,0.00018097273,0.000064977925,0.00010117831,0.0005218333,0.000069386275],"domain_scores_gemma":[0.99817955,0.00027605568,0.0002112936,0.000040919942,0.0012181312,0.00007400697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071006414,0.00031131756,0.00020535143,0.0010436032,0.0017432004,0.0022145556,0.00040191298,0.00054487167,0.008897573],"category_scores_gemma":[0.0019513376,0.00016431295,0.0003399876,0.00093513855,0.000661064,0.0014087732,0.00046979843,0.00059238385,0.0035012404],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001678166,0.00018850234,0.098322496,0.0030362043,0.00005969442,0.0017338718,0.008314286,0.0020793902,0.005719087,0.017667571,0.20222294,0.6604881],"study_design_scores_gemma":[0.00000586044,0.00018184063,0.066575706,0.001138776,0.00006733843,0.0010643529,0.01570653,0.0008643989,0.0035197856,0.0032644495,0.9075544,0.00005665178],"about_ca_topic_score_codex":0.025286982,"about_ca_topic_score_gemma":0.054143563,"teacher_disagreement_score":0.025286982,"about_ca_system_score_codex":0.0022354214,"about_ca_system_score_gemma":0.0025626302,"threshold_uncertainty_score":0.050279558},"labels":[],"label_agreement":null},{"id":"W2300264500","doi":"10.14288/1.0103501","title":"Improving the safety of resource access roads in British Columbia’s coastal forest industry","year":2016,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Forest industry; Resource (disambiguation); Environmental resource management; Forestry; Business; Geography; Environmental science; Computer science","score_opus":0.007033455723769762,"score_gpt":0.17046556196945964,"score_spread":0.16343210624568988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2300264500","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91975397,0.003637445,0.0015807222,0.0049754363,0.00011256611,0.00042617045,0.0006558991,0.00019897948,0.06865886],"genre_scores_gemma":[0.96135604,0.003725412,0.0053941067,0.001165671,0.000022206128,0.00013922247,0.000744996,0.000033634697,0.027418703],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99851924,0.00020515047,0.000075620126,0.00013821798,0.00067255466,0.00038933262],"domain_scores_gemma":[0.99468404,0.00037700046,0.00029459145,0.0001305728,0.003870838,0.00064314343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017137211,0.00035634742,0.00024251617,0.0027510787,0.007672523,0.0033856137,0.001999219,0.00078635203,0.0041280654],"category_scores_gemma":[0.0037050555,0.0002985001,0.00018974293,0.0025169489,0.0011081552,0.00070169044,0.0017426311,0.0008858158,0.0006981675],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024125804,0.0007639033,0.38689238,0.0011888978,0.000081673265,0.0022967728,0.011432876,0.0043586106,0.011690573,0.0017027854,0.05382565,0.52552456],"study_design_scores_gemma":[0.00003287613,0.00041640556,0.8624814,0.0007758542,0.00009071697,0.0003636198,0.03671508,0.0028447,0.002926293,0.0005386526,0.09270172,0.00011262186],"about_ca_topic_score_codex":0.95394784,"about_ca_topic_score_gemma":0.9884145,"teacher_disagreement_score":0.046052158,"about_ca_system_score_codex":0.022617893,"about_ca_system_score_gemma":0.046427105,"threshold_uncertainty_score":0.16410506},"labels":[],"label_agreement":null},{"id":"W2307564284","doi":"","title":"Can't stress enough","year":2016,"lang":"en","type":"article","venue":"Roads & bridges/Roads & bridges (Des Plaines, Ill. Online)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering; Order (exchange); Stress wave; Forensic engineering; Stress (linguistics); Transport engineering; Core (optical fiber); Civil engineering; Structural engineering; Telecommunications; Business","score_opus":0.01312208881792991,"score_gpt":0.22718291003111668,"score_spread":0.21406082121318676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2307564284","genre_codex":"other","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1027973,0.0032520425,0.010462201,0.10884476,0.020713145,0.00030158448,0.0011903659,0.0014825565,0.75095606],"genre_scores_gemma":[0.38747627,0.004786854,0.007797129,0.051454343,0.0021102922,0.00024177379,0.0011077173,0.0008898942,0.54413563],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985384,0.00017529806,0.00006161502,0.00015704642,0.0007103073,0.0003573697],"domain_scores_gemma":[0.99701214,0.0002540003,0.00022829232,0.0004581433,0.001136062,0.00091124757],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017380385,0.0007454956,0.00045645292,0.00053065974,0.003260693,0.0031337005,0.0009802179,0.002357198,0.08666726],"category_scores_gemma":[0.009262826,0.00035323884,0.00054874254,0.0004998313,0.0027701936,0.00408408,0.002454167,0.0020950972,0.030582063],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023150528,0.0003736951,0.020759279,0.0005725166,0.000071389484,0.0014483528,0.0066109793,0.0002736383,0.0047896034,0.03159458,0.63044286,0.3028316],"study_design_scores_gemma":[0.000033526856,0.00043145122,0.017418347,0.0006286104,0.000053811928,0.001801698,0.01564773,0.00018940498,0.0016431931,0.015530846,0.9465479,0.00007340573],"about_ca_topic_score_codex":0.00935088,"about_ca_topic_score_gemma":0.030745348,"teacher_disagreement_score":0.08666726,"about_ca_system_score_codex":0.0009649856,"about_ca_system_score_gemma":0.0023386835,"threshold_uncertainty_score":0.28993088},"labels":[],"label_agreement":null},{"id":"W2336908552","doi":"","title":"102 Avenue - Multi-Modal Safety Analysis, Best Practices, and Results","year":2015,"lang":"en","type":"article","venue":"TAC 2015: Getting You There Safely - 2015 Conference and Exhibition of the Transportation Association of Canada // ATC: Destination sécurité routière - 2015 Congrès et Exposition de l'Association des transports du Canada","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Downtown; Transport engineering; Plan (archaeology); Geography; Environmental planning; Engineering","score_opus":0.018517923485038303,"score_gpt":0.2506833216889038,"score_spread":0.23216539820386548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2336908552","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11725253,0.0034105731,0.15723552,0.012589929,0.0008189045,0.0055438685,0.016678749,0.0057241223,0.6807458],"genre_scores_gemma":[0.41824922,0.0035093524,0.36901587,0.0028879591,0.00014097519,0.0033784646,0.021773722,0.0016009606,0.17944342],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9827687,0.004246805,0.00067917816,0.0012870935,0.009794091,0.0012241668],"domain_scores_gemma":[0.98087686,0.0023266135,0.000654625,0.0015859862,0.013681396,0.0008746432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.019033467,0.0010663052,0.0005083915,0.00429389,0.0022310333,0.005400265,0.0025514076,0.001345556,0.04175831],"category_scores_gemma":[0.028981581,0.00049674284,0.0013142701,0.0026478511,0.0008175144,0.0020671564,0.0029830206,0.0012547224,0.009120077],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032004967,0.0015307367,0.03296562,0.0017358975,0.00016037462,0.00025241348,0.002940314,0.016377794,0.0031587712,0.036394026,0.1590984,0.7450657],"study_design_scores_gemma":[0.00017505809,0.0016691618,0.09280306,0.0084414985,0.00045095038,0.0005938885,0.016993543,0.037909888,0.015691586,0.02315464,0.80177647,0.00034026345],"about_ca_topic_score_codex":0.11846113,"about_ca_topic_score_gemma":0.17443751,"teacher_disagreement_score":0.88153887,"about_ca_system_score_codex":0.012290825,"about_ca_system_score_gemma":0.02117972,"threshold_uncertainty_score":0.23554325},"labels":[],"label_agreement":null},{"id":"W2336973713","doi":"","title":"Roadside Safety Study: Inventory and Condition and Risk Assessment","year":2015,"lang":"en","type":"article","venue":"TAC 2015: Getting You There Safely - 2015 Conference and Exhibition of the Transportation Association of Canada // ATC: Destination sécurité routière - 2015 Congrès et Exposition de l'Association des transports du Canada","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Transport engineering; Culvert; Engineering; Hazardous waste; Waste management","score_opus":0.008206375237912008,"score_gpt":0.2308878797805684,"score_spread":0.2226815045426564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2336973713","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7573882,0.0010824575,0.059687816,0.0005274495,0.00010582372,0.02026488,0.06826819,0.0017106469,0.09096461],"genre_scores_gemma":[0.81159866,0.0019938797,0.07859768,0.00021161367,0.000103605445,0.0053339703,0.043005798,0.00021129604,0.05894352],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99615484,0.00025777295,0.00035011026,0.00035074475,0.0026607746,0.00022576952],"domain_scores_gemma":[0.99250597,0.00031276257,0.00086510816,0.0003160277,0.005691033,0.00030913056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022271518,0.00090713595,0.00069247273,0.0072241994,0.0010595517,0.0013605723,0.0015261503,0.0004935772,0.008544258],"category_scores_gemma":[0.0039969357,0.00048672283,0.0005559021,0.0034942615,0.0006241356,0.00085671333,0.0012680594,0.0004906029,0.0040234583],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005352175,0.0012919875,0.66589063,0.0007910436,0.0001234685,0.0008841522,0.0024725231,0.010649063,0.010223109,0.0010576892,0.0197836,0.2862975],"study_design_scores_gemma":[0.000037731566,0.0015194668,0.92749983,0.00024808588,0.00007608724,0.0005432281,0.0032970044,0.012135307,0.0055680983,0.0008167962,0.048142962,0.000115483585],"about_ca_topic_score_codex":0.14167228,"about_ca_topic_score_gemma":0.20408058,"teacher_disagreement_score":0.85832775,"about_ca_system_score_codex":0.0042857,"about_ca_system_score_gemma":0.0071501373,"threshold_uncertainty_score":0.2816953},"labels":[],"label_agreement":null},{"id":"W2337446534","doi":"","title":"Low Level Road Project","year":2015,"lang":"en","type":"article","venue":"TAC 2015: Getting You There Safely - 2015 Conference and Exhibition of the Transportation Association of Canada // ATC: Destination sécurité routière - 2015 Congrès et Exposition de l'Association des transports du Canada","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Transport engineering; Pedestrian; Port (circuit theory); Setback; Signage; Engineering; Landscaping; Civil engineering; Recreation; Business","score_opus":0.015926408744491784,"score_gpt":0.23017069869045736,"score_spread":0.2142442899459656,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2337446534","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018401645,0.00084773323,0.008302325,0.003787996,0.00058044126,0.00060052436,0.00529032,0.0023756388,0.9598134],"genre_scores_gemma":[0.06448369,0.0011946275,0.006884645,0.001293974,0.000051130482,0.00029527963,0.009249922,0.00056804175,0.91597867],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9969261,0.00037920376,0.00007103283,0.00034350954,0.0017499039,0.00053012406],"domain_scores_gemma":[0.9959714,0.00016325292,0.00007359241,0.00029862826,0.0026726814,0.00082034053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014174532,0.00068557466,0.00035382208,0.0020523935,0.004351795,0.0059417817,0.0020279218,0.0010306122,0.18143004],"category_scores_gemma":[0.0039539044,0.00032447575,0.00035883716,0.0019088918,0.0009344296,0.0013821509,0.0042253896,0.0016254506,0.0732068],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021917158,0.00036210695,0.008827272,0.0005187306,0.000020109599,0.0005071897,0.001432852,0.00072832144,0.0015405396,0.034985464,0.5438787,0.40697962],"study_design_scores_gemma":[0.000018388735,0.00008186154,0.0040151463,0.00014791732,0.000012505085,0.00024308544,0.0011267996,0.00031163736,0.00052179286,0.0014693099,0.99203837,0.000013238848],"about_ca_topic_score_codex":0.11038545,"about_ca_topic_score_gemma":0.26344585,"teacher_disagreement_score":0.8896146,"about_ca_system_score_codex":0.0060255006,"about_ca_system_score_gemma":0.016875621,"threshold_uncertainty_score":0.60694396},"labels":[],"label_agreement":null},{"id":"W2337976189","doi":"","title":"102 Avenue Corridor Review for the City of Edmonton","year":2015,"lang":"en","type":"article","venue":"TAC 2015: Getting You There Safely - 2015 Conference and Exhibition of the Transportation Association of Canada // ATC: Destination sécurité routière - 2015 Congrès et Exposition de l'Association des transports du Canada","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Downtown; Transport engineering; Plan (archaeology); Scale (ratio); Environmental planning; Engineering; Geography; Cartography","score_opus":0.013811789864308902,"score_gpt":0.23280854657980354,"score_spread":0.21899675671549465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2337976189","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0091002425,0.0099777505,0.010922759,0.025963651,0.02870345,0.004166384,0.0050355713,0.0042196536,0.90191054],"genre_scores_gemma":[0.0077353837,0.0022672042,0.004911599,0.0024493104,0.0012267047,0.00066723727,0.0018870678,0.0005914073,0.97826403],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99464875,0.0005865604,0.0002063605,0.00043424353,0.0037589034,0.00036520985],"domain_scores_gemma":[0.9840194,0.001014469,0.00042978552,0.0008585687,0.012564493,0.0011133429],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003749971,0.0009266575,0.00052637194,0.0022672154,0.0029895767,0.00415899,0.0019813464,0.0024170545,0.24537776],"category_scores_gemma":[0.00851981,0.00059734157,0.00072775665,0.0010188795,0.00094157836,0.0012785085,0.0019763769,0.0019983107,0.079522245],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045010707,0.000071092385,0.0003284261,0.00025000545,0.000005020136,0.00022790105,0.00012287541,0.00028008473,0.0015321939,0.005517013,0.9219917,0.06962862],"study_design_scores_gemma":[0.0000048695433,0.00002073243,0.0004426809,0.000084308645,0.000001998043,0.000038265487,0.000049734845,0.00004236282,0.00016620343,0.00011344125,0.9990289,0.000006525099],"about_ca_topic_score_codex":0.0542453,"about_ca_topic_score_gemma":0.14311574,"teacher_disagreement_score":0.9457547,"about_ca_system_score_codex":0.005516437,"about_ca_system_score_gemma":0.01639554,"threshold_uncertainty_score":0.8208704},"labels":[],"label_agreement":null},{"id":"W2338328636","doi":"","title":"Enhancing Pedestrian Safety - Lessons Learned from Calgary's RRFB Pilot","year":2015,"lang":"en","type":"article","venue":"TAC 2015: Getting You There Safely - 2015 Conference and Exhibition of the Transportation Association of Canada // ATC: Destination sécurité routière - 2015 Congrès et Exposition de l'Association des transports du Canada","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pedestrian; Transport engineering; Beacon; SAFER; Context (archaeology); Poison control; Engineering; Computer science; Computer security; Geography; Telecommunications; Medical emergency; Medicine","score_opus":0.020870258170991213,"score_gpt":0.23910510245200603,"score_spread":0.2182348442810148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2338328636","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7467416,0.010584847,0.0073261955,0.122391246,0.0067183054,0.0015478451,0.0005546076,0.0009565978,0.10317882],"genre_scores_gemma":[0.82894343,0.02233365,0.030468937,0.027195742,0.0010984746,0.00064391503,0.0006283977,0.00031015518,0.08837735],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99838686,0.0005803847,0.000042781765,0.00015822983,0.0004824635,0.00034932766],"domain_scores_gemma":[0.99720544,0.00056931586,0.000079263686,0.00011208758,0.0010935526,0.00094031554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0035415422,0.0007215191,0.00049833965,0.0005955452,0.0037354787,0.001726496,0.0022413938,0.001636977,0.0040935655],"category_scores_gemma":[0.004583233,0.00034322948,0.0005051979,0.00043370572,0.0016668339,0.0014390922,0.0028873356,0.0030399878,0.0009238234],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046290943,0.0051719816,0.023214675,0.0012737138,0.00005754518,0.008014713,0.07303711,0.0012258809,0.004823972,0.0028087709,0.22263104,0.65727764],"study_design_scores_gemma":[0.0004292322,0.008113505,0.08613145,0.0026601194,0.00015087411,0.0023409643,0.2156965,0.0014320873,0.0045878743,0.0032599177,0.6749556,0.00024185797],"about_ca_topic_score_codex":0.19047776,"about_ca_topic_score_gemma":0.4470105,"teacher_disagreement_score":0.8095223,"about_ca_system_score_codex":0.0037702303,"about_ca_system_score_gemma":0.011979872,"threshold_uncertainty_score":0.3787381},"labels":[],"label_agreement":null},{"id":"W2340023138","doi":"","title":"A phased approach to prioritize road authority resources to comply with new Canadian grade crossing regulations","year":2015,"lang":"en","type":"article","venue":"TAC 2015: Getting You There Safely - 2015 Conference and Exhibition of the Transportation Association of Canada // ATC: Destination sécurité routière - 2015 Congrès et Exposition de l'Association des transports du Canada","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Statutory law; Work (physics); Business; Order (exchange); Transport engineering; Finance; Engineering; Political science","score_opus":0.014597518679777918,"score_gpt":0.22875232149749164,"score_spread":0.2141548028177137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2340023138","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.068611786,0.0012473632,0.45251128,0.026067194,0.0007883788,0.019193714,0.0014733598,0.0046999906,0.42540687],"genre_scores_gemma":[0.31227738,0.00087869796,0.6110756,0.003988743,0.00009885173,0.003402617,0.0013405182,0.00044829532,0.06648935],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9530585,0.01332205,0.001972587,0.005113887,0.019309053,0.0072240443],"domain_scores_gemma":[0.9637458,0.0034666464,0.0022469978,0.0036532874,0.021906894,0.0049804556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.035972983,0.0012350295,0.0008530969,0.007631824,0.0106136445,0.012744582,0.006692734,0.0031842175,0.009983617],"category_scores_gemma":[0.027149161,0.001361896,0.0012243137,0.005908419,0.0045323367,0.0055996454,0.010351696,0.0040482082,0.0027498794],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029483857,0.0014164201,0.014483677,0.0010238534,0.0001589875,0.0014762554,0.029361434,0.033084895,0.019666892,0.23403765,0.099816635,0.5651785],"study_design_scores_gemma":[0.00029755844,0.00078762876,0.027165875,0.0010821937,0.00014915774,0.00054403814,0.037940446,0.029881295,0.01000283,0.05705938,0.83441556,0.00067405676],"about_ca_topic_score_codex":0.5270577,"about_ca_topic_score_gemma":0.6823271,"teacher_disagreement_score":0.4729423,"about_ca_system_score_codex":0.04918629,"about_ca_system_score_gemma":0.24979691,"threshold_uncertainty_score":0.9514551},"labels":[],"label_agreement":null},{"id":"W2340481342","doi":"","title":"Road safety barriers: international experiences and new directions for Australia","year":2015,"lang":"en","type":"article","venue":"Australasian Road Safety Conference, 1st, 2015, Gold Coast, Queensland, Australia","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"SAFER; Incentive; Crash; Transport engineering; Business; Engineering; Computer security; Computer science; Economics","score_opus":0.05800458318956039,"score_gpt":0.30615141307503174,"score_spread":0.24814682988547135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2340481342","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32690045,0.051681627,0.014216606,0.42713872,0.0055510984,0.0004550676,0.0003863825,0.0003493759,0.17332068],"genre_scores_gemma":[0.81758195,0.05244336,0.018871112,0.030395554,0.000509112,0.0003530453,0.0004958409,0.00023045488,0.079119585],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99436754,0.0023468782,0.0003377718,0.00039186026,0.0012805054,0.0012753917],"domain_scores_gemma":[0.98936534,0.0019864787,0.0005137178,0.00055258244,0.003115562,0.0044663534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.012940427,0.0006547069,0.00046492447,0.0009235194,0.005723082,0.0069900397,0.0016023656,0.004145027,0.009772541],"category_scores_gemma":[0.007980245,0.00043755645,0.0007737314,0.0015185002,0.0039749215,0.009583371,0.009058577,0.006249569,0.0012868287],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001809979,0.0016114917,0.015259899,0.004396394,0.000072019306,0.0042136665,0.3400681,0.0014701855,0.0050424375,0.0924681,0.12958112,0.40563563],"study_design_scores_gemma":[0.000022795568,0.00072723516,0.01668692,0.0028425795,0.00003871202,0.0017344024,0.3207822,0.00054748834,0.0009538291,0.010627239,0.6449283,0.00010830055],"about_ca_topic_score_codex":0.017374981,"about_ca_topic_score_gemma":0.035187647,"teacher_disagreement_score":0.017374981,"about_ca_system_score_codex":0.0036547554,"about_ca_system_score_gemma":0.012489734,"threshold_uncertainty_score":0.068436325},"labels":[],"label_agreement":null},{"id":"W2341401599","doi":"","title":"A Vehicle-Terrain Analysis on the Maximum Desirable Grades for the Residential Driveway Profiles","year":2015,"lang":"en","type":"article","venue":"TAC 2015: Getting You There Safely - 2015 Conference and Exhibition of the Transportation Association of Canada // ATC: Destination sécurité routière - 2015 Congrès et Exposition de l'Association des transports du Canada","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geometric design; Terrain; Engineering; Design speed; Transport engineering; Geography","score_opus":0.01311429605510098,"score_gpt":0.22506940112230586,"score_spread":0.21195510506720489,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2341401599","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85663617,0.00023181066,0.1267418,0.000047983045,0.000010642809,0.000096921016,0.00039521154,0.0002451731,0.015594328],"genre_scores_gemma":[0.98595375,0.00007614536,0.012527788,0.0000037304005,0.0000011376547,0.0000109768225,0.00020709474,0.000019332652,0.0012000707],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9997546,0.000029187582,0.000011069138,0.000034677214,0.00012147028,0.000048991682],"domain_scores_gemma":[0.9996251,0.0001013113,0.000040946743,0.00002935858,0.0001896669,0.000013576868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030978335,0.0003284167,0.00018841117,0.0016491659,0.00035461836,0.0007825203,0.00029809712,0.0002204905,0.0012813922],"category_scores_gemma":[0.00091089314,0.00019769011,0.00049642124,0.0010186261,0.00019909863,0.0004071353,0.00025704908,0.00021100313,0.00027957905],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003576662,0.00020797091,0.11139532,0.00033477353,0.00005269804,0.0008428173,0.0007945209,0.5129823,0.066535965,0.016113253,0.0021278965,0.28825486],"study_design_scores_gemma":[0.000012811636,0.00026225037,0.09831016,0.00003967946,0.000057584202,0.0004072188,0.0012225609,0.8624051,0.0276297,0.0025379066,0.007068767,0.000046235447],"about_ca_topic_score_codex":0.013475704,"about_ca_topic_score_gemma":0.015340192,"teacher_disagreement_score":0.9865243,"about_ca_system_score_codex":0.0005338653,"about_ca_system_score_gemma":0.00047281658,"threshold_uncertainty_score":0.026794553},"labels":[],"label_agreement":null},{"id":"W2383159518","doi":"","title":"The crashworthiness of guardrail to defend the impact of heavyvehicle","year":2006,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada)","funders":"","keywords":"Crashworthiness; Engineering; Structural engineering; Forensic engineering; Finite element method","score_opus":0.00391121066725206,"score_gpt":0.22441711097805409,"score_spread":0.22050590031080203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2383159518","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97334564,0.0001555001,0.023154253,0.000028227565,0.000016922953,0.000013348339,0.00008475238,0.00016956708,0.0030318103],"genre_scores_gemma":[0.997962,0.000044046563,0.0010342577,0.0000032771873,0.0000015860187,0.0000052672885,0.00007438279,0.0000085861775,0.0008666214],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984896,0.000013345041,0.0000052657656,0.00002635772,0.000059942744,0.000046117097],"domain_scores_gemma":[0.99951243,0.00010538586,0.00006783346,0.00006285031,0.00020662081,0.00004493458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002612461,0.00038025627,0.00022000875,0.0005292552,0.00025325172,0.00031112056,0.0004028973,0.00022596483,0.002065188],"category_scores_gemma":[0.0007736683,0.00009115566,0.00032682408,0.00014702114,0.00025989563,0.00055961305,0.00030037572,0.0001956969,0.00035141263],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021556688,0.0002560085,0.24633628,0.00036822387,0.00018485148,0.0011346303,0.0009295506,0.35059342,0.18083733,0.0076075983,0.0025253086,0.20707117],"study_design_scores_gemma":[0.000041050305,0.0019910745,0.15543526,0.000040224353,0.00009839271,0.00072740513,0.0008308304,0.7635631,0.07004643,0.0018809712,0.0052757743,0.00006950894],"about_ca_topic_score_codex":0.0050996514,"about_ca_topic_score_gemma":0.00499447,"teacher_disagreement_score":0.0050996514,"about_ca_system_score_codex":0.00035733188,"about_ca_system_score_gemma":0.00027536496,"threshold_uncertainty_score":0.010139942},"labels":[],"label_agreement":null},{"id":"W2385754893","doi":"","title":"Canada wood-structured building and its fire protection design","year":2003,"lang":"en","type":"article","venue":"Fire Science and Technology","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fire protection; Architectural engineering; China; Active fire protection; Engineering; Fire safety; Wildfire suppression; Forensic engineering; Civil engineering; Environmental science; Political science; Law","score_opus":0.008743670408050368,"score_gpt":0.19515899756931274,"score_spread":0.18641532716126236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2385754893","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23612548,0.0015912224,0.2357439,0.000832003,0.00014085408,0.0006633174,0.001508924,0.00044669304,0.5229476],"genre_scores_gemma":[0.85717696,0.0005828591,0.06593963,0.000063607455,0.000005678068,0.00012304467,0.00044190325,0.000066931534,0.075599276],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99974376,0.000024610721,0.0000037187829,0.000018852825,0.00015528132,0.000053727545],"domain_scores_gemma":[0.9999051,0.0000059344156,0.0000039963097,0.00000595126,0.00006703857,0.000011941045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012099943,0.00028789192,0.000087366265,0.0007085641,0.0010563899,0.0009769124,0.00059076195,0.00024572652,0.0068572895],"category_scores_gemma":[0.00031256903,0.0001455787,0.00022216944,0.0007282527,0.00080830883,0.0001847009,0.00033320603,0.00027675385,0.00040863326],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013336765,0.0000743018,0.008810685,0.00019609141,0.000028715811,0.00027373538,0.00080058107,0.31998882,0.009447787,0.4402422,0.014947199,0.20505652],"study_design_scores_gemma":[0.00007848357,0.0002023368,0.041237473,0.00019397233,0.00009360113,0.0003850892,0.0028323068,0.50875264,0.011599909,0.052507386,0.38203672,0.00008001946],"about_ca_topic_score_codex":0.8323023,"about_ca_topic_score_gemma":0.9523933,"teacher_disagreement_score":0.16769773,"about_ca_system_score_codex":0.009968368,"about_ca_system_score_gemma":0.013700332,"threshold_uncertainty_score":0.33737063},"labels":[],"label_agreement":null},{"id":"W2470012156","doi":"10.1007/978-3-319-41682-3_50","title":"Child Restraint Seat Installation Errors and a Simple Mechanical Device to Mitigate Misuse","year":2016,"lang":"en","type":"book-chapter","venue":"Advances in intelligent systems and computing","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Simple (philosophy); Computer science; Psychology; Computer security; Philosophy; Epistemology","score_opus":0.01531935375772907,"score_gpt":0.2587527858416088,"score_spread":0.24343343208387974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2470012156","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07236745,0.047419704,0.32011402,0.015944771,0.011039918,0.00033386998,0.0011787029,0.003971754,0.52762973],"genre_scores_gemma":[0.34601203,0.03899335,0.15923715,0.0031845658,0.0016808438,0.00023622929,0.00094491354,0.0007190769,0.44899175],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99956745,0.00006272934,0.00002824366,0.000050429924,0.00025915285,0.00003199056],"domain_scores_gemma":[0.99953544,0.00013860718,0.000068983936,0.00005892811,0.00017254171,0.00002546163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036023906,0.00097201875,0.0003346408,0.0005475918,0.0004097319,0.0007638584,0.0012580119,0.0012883156,0.01034507],"category_scores_gemma":[0.0019541264,0.00026848336,0.00045120265,0.00038212413,0.00063264347,0.0011470607,0.0008768694,0.0010125971,0.004341794],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017196708,0.00013364421,0.002619262,0.0005915716,0.000036487025,0.0013388039,0.0010041868,0.0030370688,0.01410064,0.022529766,0.092022754,0.8624138],"study_design_scores_gemma":[0.000050881994,0.000928206,0.02342532,0.002190842,0.00019892324,0.011653799,0.0020508445,0.013107693,0.031195156,0.029371222,0.88565624,0.00017093215],"about_ca_topic_score_codex":0.0028898076,"about_ca_topic_score_gemma":0.0062864725,"teacher_disagreement_score":0.01034507,"about_ca_system_score_codex":0.00034084875,"about_ca_system_score_gemma":0.0009349046,"threshold_uncertainty_score":0.03460771},"labels":[],"label_agreement":null},{"id":"W2507783039","doi":"","title":"Modular Expansion Joint Noise in B.C.","year":2011,"lang":"en","type":"article","venue":"Canadian acoustics","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Octave band; Noise (video); Offset (computer science); Engineering; Range (aeronautics); Modular design; Traffic noise; Acoustics; Octave (electronics); Physics; Computer science; Noise reduction; Aerospace engineering","score_opus":0.022020309975949733,"score_gpt":0.18204835983196155,"score_spread":0.16002804985601182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2507783039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942946,0.000047887912,0.0025433444,0.000013800217,0.0000067955075,0.000016093949,0.00013274458,0.000058632217,0.002886159],"genre_scores_gemma":[0.99716175,0.000022845323,0.0009729283,0.000009787847,0.0000020958219,0.000010162224,0.0001622664,0.000009284614,0.0016488164],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99962044,0.000023911167,0.0000080816835,0.00009347916,0.00020052849,0.00005346164],"domain_scores_gemma":[0.99960893,0.000040446932,0.000035021065,0.000019599416,0.00025874696,0.000037269245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028484198,0.00040240254,0.00024531755,0.0007605412,0.00067370525,0.00030766532,0.0003585325,0.0004386272,0.0016663554],"category_scores_gemma":[0.0004593232,0.0001588307,0.00018324108,0.000615961,0.00035821067,0.00021047266,0.00041786014,0.0002612065,0.00048166164],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0025830877,0.0002569034,0.12761745,0.00015696988,0.000055959084,0.0015994142,0.0012841178,0.009947827,0.78850883,0.0008157485,0.001552833,0.06562098],"study_design_scores_gemma":[0.000046685003,0.001487756,0.7626103,0.000031896427,0.000074127616,0.0010886192,0.0009486036,0.019624742,0.20591022,0.00030232908,0.0078112097,0.00006347289],"about_ca_topic_score_codex":0.0781382,"about_ca_topic_score_gemma":0.072189935,"teacher_disagreement_score":0.92186177,"about_ca_system_score_codex":0.00070407713,"about_ca_system_score_gemma":0.000447837,"threshold_uncertainty_score":0.15536678},"labels":[],"label_agreement":null},{"id":"W2518662366","doi":"10.1080/13588265.2016.1223525","title":"Effect of crushable blockouts on a full-scale guardrail system","year":2016,"lang":"en","type":"article","venue":"International Journal of Crashworthiness","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Structural engineering; Engineering; Truck; Crash; Crash test; Finite element method; Full scale; Automotive engineering; Forensic engineering; Computer science","score_opus":0.00260719829330255,"score_gpt":0.22450293319545023,"score_spread":0.22189573490214767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2518662366","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99518293,0.000045207526,0.003637007,0.000010677439,0.000010812887,0.000025359315,0.00008548515,0.00016493574,0.0008375505],"genre_scores_gemma":[0.9985611,0.000023186998,0.0006886172,0.000003703546,5.948747e-7,0.0000065079453,0.00006242794,0.000015079034,0.00063883426],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971944,0.000054692187,0.000014741499,0.000060293285,0.00008468437,0.00006600334],"domain_scores_gemma":[0.9993579,0.00020055193,0.00011522815,0.00011888215,0.00014685921,0.000060569033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003825657,0.0006615981,0.00051330583,0.00036904076,0.00038410182,0.0005741612,0.0007144286,0.00058824394,0.0032304218],"category_scores_gemma":[0.0010795615,0.00033286598,0.0004872824,0.00017536158,0.00053283357,0.00052949565,0.0004390719,0.00043578172,0.00046999037],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0025544574,0.00035631997,0.015071219,0.00030101908,0.00006198591,0.0008820248,0.0003168734,0.72250277,0.2413072,0.00035888332,0.00042922777,0.015858117],"study_design_scores_gemma":[0.00016804377,0.008473763,0.02902433,0.0000402989,0.00019594363,0.0002961385,0.0008028224,0.6812076,0.27647603,0.00014544695,0.0030829865,0.00008659899],"about_ca_topic_score_codex":0.011430515,"about_ca_topic_score_gemma":0.010309575,"teacher_disagreement_score":0.011430515,"about_ca_system_score_codex":0.0006126282,"about_ca_system_score_gemma":0.00049957435,"threshold_uncertainty_score":0.022727966},"labels":[],"label_agreement":null},{"id":"W2520458793","doi":"10.1109/tia.2016.2608888","title":"The Use of Vaportight Barriers as a Basis for Hazardous Area Classification Design","year":2016,"lang":"en","type":"article","venue":"IEEE Transactions on Industry Applications","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Petroleum Technology Alliance Canada","funders":"","keywords":"Hazardous waste; Doors; Piping; Installation; Engineering; Construction engineering; Computer science; Risk analysis (engineering); Waste management; Mechanical engineering; Business","score_opus":0.07190928276891882,"score_gpt":0.2649354213212551,"score_spread":0.19302613855233625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2520458793","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05069033,0.00023223662,0.92925376,0.0002783469,0.00008367706,0.00020006402,0.00013365246,0.0007526061,0.018375242],"genre_scores_gemma":[0.45626122,0.00027850887,0.5384513,0.00010481251,0.000031567753,0.00027202925,0.000386689,0.00020610033,0.0040077753],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9971385,0.00081676064,0.0002458127,0.000265759,0.0013307405,0.00020239913],"domain_scores_gemma":[0.9965675,0.0008210464,0.0004792834,0.0005241761,0.0014687508,0.00013927871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017734144,0.0004113645,0.0003290639,0.0016702677,0.00083277636,0.0017710025,0.0011830183,0.000586953,0.0025492592],"category_scores_gemma":[0.0050010006,0.00035229418,0.00041245884,0.0008490943,0.001344904,0.0018599356,0.0015287865,0.000844193,0.0009120157],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036452568,0.00012556475,0.0108638825,0.0005715242,0.00005534951,0.00033459783,0.0018764836,0.077905305,0.07279423,0.3458488,0.0053366013,0.48392317],"study_design_scores_gemma":[0.00009132965,0.0013884438,0.016570654,0.0011694969,0.0001763798,0.0012996286,0.0031842561,0.40996185,0.15379037,0.12718408,0.28494146,0.00024214646],"about_ca_topic_score_codex":0.0028792678,"about_ca_topic_score_gemma":0.0038261428,"teacher_disagreement_score":0.0028792678,"about_ca_system_score_codex":0.0007834634,"about_ca_system_score_gemma":0.0013314652,"threshold_uncertainty_score":0.00937885},"labels":[],"label_agreement":null},{"id":"W2521593129","doi":"","title":"MAT-732: EXPERIMENTAL STUDY ON THE CAPACITY OF BARRIER DECK ANCHORAGE IN MTQ PL-3 BARRIER REINFORCED WITH HM-GFRP BARS WITH HEADED ENDS","year":2016,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Pultrall","keywords":"Structural engineering; Slab; Christian ministry; Deck; Fibre-reinforced plastic; Embedment; Precast concrete; Bar (unit); Engineering; Geotechnical engineering; Materials science; Forensic engineering; Geology","score_opus":0.056502138942747575,"score_gpt":0.26800450354210487,"score_spread":0.21150236459935728,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2521593129","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998596,0.000026765063,0.0003852238,0.000007650993,0.000004389885,0.000010027485,0.00019389825,0.000025643736,0.00075034954],"genre_scores_gemma":[0.99768364,0.000032014636,0.0005968014,0.000008401268,0.0000016326335,0.000013719515,0.000159208,0.00001403347,0.0014904698],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996798,0.000018781704,0.000010487283,0.00007182584,0.00014121708,0.00007794353],"domain_scores_gemma":[0.9994765,0.0000663497,0.000065589455,0.00005830038,0.0002465202,0.00008681853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036967563,0.0003120209,0.00027228854,0.00036655724,0.00046186178,0.0002657492,0.00052048353,0.00045408448,0.004840262],"category_scores_gemma":[0.00036555604,0.00020774954,0.00027566546,0.00031588468,0.00035142805,0.00034679953,0.00024763748,0.00049339683,0.0007634964],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047168855,0.00036647118,0.0034930345,0.000071653994,0.000010509242,0.00019798648,0.00022660501,0.0018075877,0.99045146,0.00013491824,0.00021076475,0.0025573713],"study_design_scores_gemma":[0.000035565197,0.0038452507,0.028760526,0.000014749357,0.000026952555,0.00012267132,0.00052371965,0.008051537,0.95719665,0.0000494418,0.0013484647,0.000024389206],"about_ca_topic_score_codex":0.0050311647,"about_ca_topic_score_gemma":0.006286711,"teacher_disagreement_score":0.0050311647,"about_ca_system_score_codex":0.00032735203,"about_ca_system_score_gemma":0.00026870155,"threshold_uncertainty_score":0.016192257},"labels":[],"label_agreement":null},{"id":"W2527897006","doi":"","title":"Models for quantifying safety benefit of winter road maintenance","year":2011,"lang":"en","type":"dissertation","venue":"UWSpace (University of Waterloo)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Environmental science; Transport engineering; Engineering","score_opus":0.021508650512771083,"score_gpt":0.2076204046289519,"score_spread":0.1861117541161808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2527897006","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46709493,0.0022367768,0.46672645,0.0015494019,0.00015688046,0.00036734177,0.0054537985,0.0009004519,0.055514082],"genre_scores_gemma":[0.97021747,0.0008843665,0.013270382,0.00009807761,0.00002810319,0.000229345,0.0011357137,0.00005927455,0.014077142],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99961025,0.000113597365,0.000020030062,0.00007887343,0.00009004751,0.000087180306],"domain_scores_gemma":[0.9987128,0.00077665184,0.00023076561,0.000049274357,0.00018821398,0.00004238974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011954249,0.00094654254,0.0005297127,0.00097429904,0.00035686346,0.001013012,0.0016858493,0.0013278908,0.0047288043],"category_scores_gemma":[0.003065879,0.00045794103,0.0011019222,0.0007175885,0.00046578524,0.00093556853,0.000660756,0.0010210503,0.0006174063],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012770999,0.000013471508,0.0014257152,0.000018610192,0.000014687391,0.000021489193,0.000024665034,0.9931304,0.0002081453,0.0024197707,0.0003154136,0.002394945],"study_design_scores_gemma":[0.000005889145,0.000023513667,0.001004306,0.000011588582,0.000017726783,0.000014211957,0.000028477354,0.9956519,0.00010422892,0.0022173459,0.00091451005,0.0000061568626],"about_ca_topic_score_codex":0.085682325,"about_ca_topic_score_gemma":0.057703603,"teacher_disagreement_score":0.085682325,"about_ca_system_score_codex":0.002992428,"about_ca_system_score_gemma":0.0018785031,"threshold_uncertainty_score":0.17036724},"labels":[],"label_agreement":null},{"id":"W2543715685","doi":"10.1016/j.jacc.2016.09.868","title":"TCT-839 Acute safety and technical performance evaluation of a novel CTO-crossing device based on a shock wave-energized guidewire","year":2016,"lang":"en","type":"article","venue":"Journal of the American College of Cardiology","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"AccelLab (Canada); Montreal Heart Institute; McGill University Health Centre","funders":"","keywords":"Medicine; Shock (circulatory); Internal medicine; Cardiology","score_opus":0.01931878329701026,"score_gpt":0.2714688294690992,"score_spread":0.25215004617208897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2543715685","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9844604,0.00062425865,0.012671401,0.00013862607,0.00016713525,0.00008442181,0.00015120882,0.0002319067,0.0014706044],"genre_scores_gemma":[0.99147195,0.00033048616,0.006765307,0.00012455319,0.000041360145,0.00003088487,0.00017445684,0.000037885166,0.001023079],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999556,0.00008332381,0.000048083963,0.0001059546,0.00015341972,0.000053043193],"domain_scores_gemma":[0.9991374,0.0001965774,0.00013217267,0.000117983276,0.0002626002,0.00015312324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048769178,0.0004329246,0.00051805505,0.00056999776,0.0003329745,0.0005453757,0.00046432743,0.0007438003,0.0013373303],"category_scores_gemma":[0.0012734588,0.00020678593,0.00033149915,0.0003355257,0.0002706605,0.00039963002,0.00023459368,0.0003924834,0.00040109447],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008629189,0.0019467025,0.031432714,0.00055388233,0.00021783836,0.003844788,0.0004716523,0.0054297326,0.86621386,0.0009770589,0.0028330975,0.07744947],"study_design_scores_gemma":[0.0012420148,0.06986112,0.17644279,0.00017355384,0.0013617742,0.022307338,0.00063498795,0.071130306,0.63181466,0.00042189733,0.024309875,0.00029975633],"about_ca_topic_score_codex":0.0007591191,"about_ca_topic_score_gemma":0.00067560526,"teacher_disagreement_score":0.0013373303,"about_ca_system_score_codex":0.0003187502,"about_ca_system_score_gemma":0.00052497076,"threshold_uncertainty_score":0.0044738054},"labels":[],"label_agreement":null},{"id":"W2557411684","doi":"10.3141/2636-01","title":"Development of Crash Modification Factors for Uncontrolled Pedestrian Crossing Treatments","year":2017,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Pedestrian; Crash; Pedestrian crossing; Transport engineering; Reduction (mathematics); Statistics; Geography; Environmental science; Engineering; Computer science; Mathematics","score_opus":0.1728883001682937,"score_gpt":0.41680311718228175,"score_spread":0.24391481701398804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2557411684","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8981709,0.00060133473,0.09311546,0.0001132781,0.00007073784,0.0025287978,0.0016864898,0.00060286326,0.0031100323],"genre_scores_gemma":[0.9544251,0.00013922139,0.042427868,0.000031758856,0.000022051207,0.0010950193,0.0013510463,0.000054755976,0.00045320677],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99439937,0.0027593935,0.00064906327,0.0006472238,0.0013337334,0.00021129046],"domain_scores_gemma":[0.9707409,0.01865054,0.0048125647,0.0011912057,0.004165855,0.0004388675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0075103357,0.0011808667,0.0011184243,0.0028641953,0.00045558877,0.00069065206,0.0011922164,0.0005409739,0.0025942791],"category_scores_gemma":[0.04370016,0.0004490716,0.002743289,0.001002193,0.00038352408,0.0007685057,0.0006823702,0.00097408274,0.00029369272],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0045172223,0.0021294295,0.6650446,0.00046009515,0.0015762708,0.00011884214,0.00051258353,0.035214487,0.0027408728,0.001452806,0.0017830285,0.28444973],"study_design_scores_gemma":[0.00042247007,0.010728644,0.8141439,0.00018347606,0.0018748678,0.0002297308,0.00068540877,0.15908152,0.0063912445,0.0016103951,0.004438089,0.00021030741],"about_ca_topic_score_codex":0.007576503,"about_ca_topic_score_gemma":0.010402333,"teacher_disagreement_score":0.007576503,"about_ca_system_score_codex":0.00147049,"about_ca_system_score_gemma":0.0019084276,"threshold_uncertainty_score":0.039718926},"labels":[],"label_agreement":null},{"id":"W2583126325","doi":"","title":"Innovative Approaches to Assessing Risk Exposure on Rural Road Networks: Clarington Ontario's Experience - Presentation","year":2016,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Presentation (obstetrics); Environmental planning; Geography; Medicine","score_opus":0.048524458652426716,"score_gpt":0.2497997648328582,"score_spread":0.2012753061804315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2583126325","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77942765,0.0031830042,0.021195475,0.018902507,0.0003231774,0.0012033222,0.0011164761,0.00029563508,0.17435278],"genre_scores_gemma":[0.8693206,0.004936613,0.021264981,0.000853141,0.000104136845,0.00021031426,0.00039754354,0.000075153526,0.10283747],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9988023,0.00028098383,0.000037249396,0.00011996191,0.00055937754,0.00020015544],"domain_scores_gemma":[0.99859136,0.00035257894,0.00009134837,0.00010028571,0.00061459234,0.00024981535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031584664,0.0005814781,0.00021377868,0.00068956753,0.0039144405,0.0030496828,0.0013792556,0.0011379898,0.005858408],"category_scores_gemma":[0.0026195417,0.00022885686,0.00030782993,0.0013722831,0.0014860478,0.00084720645,0.0019831792,0.0007041677,0.00052030076],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003779735,0.0006773141,0.15444224,0.00091536826,0.00006899787,0.0038947717,0.13689598,0.0064530643,0.009963263,0.009620853,0.05990128,0.616789],"study_design_scores_gemma":[0.00009782811,0.0010762586,0.24662882,0.0005510045,0.00012048715,0.0022530581,0.2319764,0.007267532,0.0056893458,0.007559495,0.49657091,0.00020883039],"about_ca_topic_score_codex":0.84859085,"about_ca_topic_score_gemma":0.96171445,"teacher_disagreement_score":0.15140915,"about_ca_system_score_codex":0.015435374,"about_ca_system_score_gemma":0.023023488,"threshold_uncertainty_score":0.3046016},"labels":[],"label_agreement":null},{"id":"W2587681750","doi":"","title":"Calgary 7th Street SW Cycle Track In-Service Road Safety Review - Presentation","year":2016,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Presentation (obstetrics); Track (disk drive); Transport engineering; Service (business); Computer science; Business; Engineering; Medicine; Marketing","score_opus":0.010814897833222628,"score_gpt":0.24302903777331422,"score_spread":0.2322141399400916,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2587681750","genre_codex":"review","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0047674743,0.6202239,0.0010783857,0.07084405,0.06563634,0.00080951233,0.0044936812,0.00030668112,0.23183998],"genre_scores_gemma":[0.019548327,0.54558796,0.0018500007,0.02624561,0.012595322,0.0004331899,0.008191314,0.00014313764,0.3854052],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99850625,0.00017923469,0.00012056211,0.00012782418,0.00082882267,0.00023731994],"domain_scores_gemma":[0.9905812,0.00051983085,0.00041727375,0.0001791635,0.007466282,0.00083629915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0030220351,0.0008286676,0.0009572164,0.0042360867,0.001171684,0.00307019,0.002238216,0.0028696968,0.086165294],"category_scores_gemma":[0.0057624346,0.0005128285,0.0007216416,0.0029402128,0.00060917635,0.0012088687,0.0027675258,0.0019613309,0.01587283],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000119510034,0.000038449736,0.00043215507,0.0019141099,0.000037945938,0.000095645686,0.000050777475,0.00008006875,0.00025302565,0.0005436205,0.8477652,0.14866948],"study_design_scores_gemma":[0.000048302976,0.00006695009,0.0051596537,0.005797391,0.000068561756,0.00011886651,0.00018567812,0.0000402056,0.00020954141,0.00022185026,0.9880703,0.000012712196],"about_ca_topic_score_codex":0.10049754,"about_ca_topic_score_gemma":0.2838451,"teacher_disagreement_score":0.89950246,"about_ca_system_score_codex":0.0061170612,"about_ca_system_score_gemma":0.026349578,"threshold_uncertainty_score":0.28825164},"labels":[],"label_agreement":null},{"id":"W2588323986","doi":"","title":"Simulating the Impacts of RFID Enabled Lanes at the Canada-US Border: An Application to the Ambassador Bridge","year":2016,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Radio-frequency identification; VisSim; Bridge (graph theory); Transport engineering; Software; Throughput; Identification (biology); Engineering; Telecommunications; Computer science; Computer security; Wireless; Intersection (aeronautics)","score_opus":0.00619781209326879,"score_gpt":0.23316609214197706,"score_spread":0.22696828004870828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2588323986","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99012756,0.00004641014,0.0027351098,0.000084317675,0.00001865486,0.00004224676,0.000544428,0.00009969741,0.006301663],"genre_scores_gemma":[0.99623245,0.00004990954,0.0019716797,0.000014725091,0.0000019540598,0.000021440437,0.00027773983,0.000013303152,0.001416775],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982303,0.000040391024,0.0000050754616,0.000022164433,0.000035750352,0.00007350609],"domain_scores_gemma":[0.9995442,0.00020762153,0.00003593862,0.000023824443,0.00010935076,0.00007891141],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027237317,0.0006142047,0.00039989356,0.0005685645,0.00067376596,0.0007822232,0.00089235196,0.0010691483,0.0028302087],"category_scores_gemma":[0.00071317493,0.00024144679,0.00067571306,0.0006209671,0.0004199014,0.00031881916,0.0005204719,0.00059737294,0.00015593714],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008573331,0.00012619274,0.005103442,0.000019382982,0.000015872502,0.00012786817,0.000044277756,0.99112296,0.0010876124,0.00047288218,0.00025282308,0.0015408973],"study_design_scores_gemma":[0.000027938322,0.00011561112,0.0037356473,0.000007185248,0.000021120008,0.000014563546,0.0002487908,0.99428165,0.000899649,0.00015616843,0.0004801474,0.000011495163],"about_ca_topic_score_codex":0.36525193,"about_ca_topic_score_gemma":0.27983442,"teacher_disagreement_score":0.6347481,"about_ca_system_score_codex":0.0023834023,"about_ca_system_score_gemma":0.0024976993,"threshold_uncertainty_score":0.72625184},"labels":[],"label_agreement":null},{"id":"W2594090028","doi":"10.1061/jtepbs.0000047","title":"Improved Pedestrian Sight-Distance Needs at Railroad-Highway Grade Crossings","year":2017,"lang":"en","type":"article","venue":"Journal of Transportation Engineering Part A Systems","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pedestrian; Intersection (aeronautics); Sight; Pedestrian crossing; Geometric design; Transport engineering; Tangent; Level crossing; Computer science; Simulation; Engineering; Mathematics; Geometry; Physics","score_opus":0.014661105255374165,"score_gpt":0.2268306860633372,"score_spread":0.21216958080796303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2594090028","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2554744,0.00024716844,0.73274094,0.00013357998,0.000042761425,0.00010187875,0.0006729499,0.00069916184,0.009887181],"genre_scores_gemma":[0.9675854,0.00010600447,0.027878508,0.000019593226,0.000008576479,0.00005551385,0.00030191353,0.00010335628,0.0039411923],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99887735,0.00023295329,0.00006839376,0.0002564946,0.00038420985,0.00018062988],"domain_scores_gemma":[0.9989919,0.0002962589,0.00019387135,0.00007579458,0.00037043705,0.0000717097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00095196726,0.00064043293,0.0009990389,0.00078567,0.00041727378,0.0011383974,0.0016848784,0.00070799206,0.00484258],"category_scores_gemma":[0.0028656214,0.00048192943,0.0011691767,0.00049300474,0.0003226693,0.0016222717,0.0008970739,0.00068947946,0.00067909854],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011892523,0.00008890607,0.006655351,0.00010039753,0.000014103923,0.00013851147,0.00016722576,0.9714953,0.0042407694,0.0061831335,0.0007078763,0.010089636],"study_design_scores_gemma":[0.000009316093,0.00007455672,0.002243352,0.000015819047,0.000018888555,0.000069679925,0.00006337294,0.9935207,0.0012689058,0.0016736664,0.0010250626,0.000016728094],"about_ca_topic_score_codex":0.01967996,"about_ca_topic_score_gemma":0.019042315,"teacher_disagreement_score":0.01967996,"about_ca_system_score_codex":0.0015593858,"about_ca_system_score_gemma":0.001556276,"threshold_uncertainty_score":0.039130807},"labels":[],"label_agreement":null},{"id":"W2604842542","doi":"10.1061/9780784480403.009","title":"Examination of Steel Pin and Hanger Options—Retrofit to Replacement","year":2017,"lang":"en","type":"article","venue":"Structures Congress 2017","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Research Manitoba; U.S. Department of Transportation","keywords":"Bridge (graph theory); Computer science; Forensic engineering; Engineering; Point (geometry); Construction engineering; Risk analysis (engineering); Business","score_opus":0.019407065010869504,"score_gpt":0.2714818639390576,"score_spread":0.25207479892818807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2604842542","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8617422,0.0020630148,0.0051535126,0.0005433122,0.000049381586,0.00014766483,0.00060737063,0.00006940072,0.12962411],"genre_scores_gemma":[0.98317784,0.0010421232,0.0055231615,0.00013294617,0.0000090703925,0.000028272341,0.00037727348,0.000022287673,0.009687084],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99810576,0.00039288803,0.00010638253,0.00014246529,0.0010851359,0.00016733242],"domain_scores_gemma":[0.99625313,0.0010955626,0.0005119062,0.00022779331,0.0018118856,0.00009978771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027239125,0.00031128403,0.00028477822,0.0033158658,0.0011002462,0.002050202,0.000989706,0.00063219806,0.0071060844],"category_scores_gemma":[0.0033373733,0.00023788099,0.00042953488,0.0018998717,0.0008727567,0.0013275766,0.000674607,0.0004806586,0.0005987646],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015264887,0.00096420164,0.255945,0.0015348129,0.00023406382,0.0035732584,0.009589375,0.023819825,0.047106527,0.06291592,0.010989717,0.58180094],"study_design_scores_gemma":[0.000070350805,0.0057106777,0.54729843,0.0012676974,0.00050140533,0.0032304279,0.07553887,0.021820836,0.058046218,0.0134585155,0.27288067,0.00017590796],"about_ca_topic_score_codex":0.0077855736,"about_ca_topic_score_gemma":0.03558302,"teacher_disagreement_score":0.0077855736,"about_ca_system_score_codex":0.0016359113,"about_ca_system_score_gemma":0.0013368941,"threshold_uncertainty_score":0.02377224},"labels":[],"label_agreement":null},{"id":"W2616984329","doi":"10.4224/23000988","title":"Survey of technologies for the airport border of the future","year":2014,"lang":"en","type":"article","venue":"NPARC","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"National Research Council Canada; Institut du Savoir Montfort","funders":"Health Canada; College of Engineering, Michigan State University; Università degli Studi di Salerno; Tsinghua University; Harbin Institute of Technology; University of Twente; Yonsei University; Universität Salzburg; Chinese Academy of Sciences; Università degli Studi di Milano; West Virginia University; Shandong University; Thales Group; University of Notre Dame; Michigan State University; Carnegie Mellon University; Public Safety Canada; Accenture","keywords":"Authentication (law); Emerging technologies; Business; Geography; Engineering; Computer security; Computer science","score_opus":0.008991470035275536,"score_gpt":0.23318161961606215,"score_spread":0.22419014958078662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2616984329","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030969845,0.89008707,0.002480211,0.0052568843,0.0003982883,0.00015852813,0.002414863,0.0000749727,0.06815938],"genre_scores_gemma":[0.07929436,0.9089142,0.0036824134,0.0009546095,0.00018198826,0.000075368866,0.0017794077,0.000015194953,0.0051023355],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982377,0.00033124446,0.0003167344,0.00016589911,0.00082879415,0.000119518176],"domain_scores_gemma":[0.99184436,0.0037506025,0.0012603631,0.00017539183,0.0027780838,0.00019109712],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025561044,0.0004106332,0.00049965555,0.01704054,0.0006239616,0.0026455917,0.0007066672,0.0009994892,0.007120087],"category_scores_gemma":[0.005934005,0.00027257268,0.0008237173,0.018443678,0.0004793989,0.0043135146,0.0005445913,0.00066392444,0.0013238512],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013688221,0.00011921204,0.0085382415,0.040763926,0.00015100284,0.0010630281,0.0015225628,0.0011850428,0.004456099,0.02803325,0.03544343,0.87858725],"study_design_scores_gemma":[0.000009198088,0.00033767827,0.045409277,0.03357151,0.00033900185,0.0014254896,0.0034440735,0.00049486815,0.0027226475,0.00326384,0.9089339,0.000048537804],"about_ca_topic_score_codex":0.008209239,"about_ca_topic_score_gemma":0.013058711,"teacher_disagreement_score":0.01704054,"about_ca_system_score_codex":0.0031325463,"about_ca_system_score_gemma":0.00507645,"threshold_uncertainty_score":0.02381903},"labels":[],"label_agreement":null},{"id":"W2621701084","doi":"10.4050/f-0072-2016-11522","title":"Bringing Direct Bolt Preload Measurement to the Aerospace Industry","year":2016,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bell Helicopter Textron (Canada)","funders":"","keywords":"Aerospace; Preload; Mechanical engineering; Engineering; Automotive engineering; Structural engineering; Materials science; Aerospace engineering","score_opus":0.015247801798288689,"score_gpt":0.20218517888862161,"score_spread":0.18693737709033292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2621701084","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36391437,0.006084146,0.5858225,0.0016976093,0.0010587786,0.00040378707,0.0017212409,0.013395263,0.025902338],"genre_scores_gemma":[0.807326,0.0015774545,0.1793541,0.0006634415,0.0002345151,0.00016828843,0.0011976123,0.00082892476,0.008649646],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9948225,0.0005692922,0.00016433316,0.000868669,0.0033312414,0.0002438876],"domain_scores_gemma":[0.99435,0.001185261,0.00069121877,0.0011350553,0.002401975,0.0002365488],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020094593,0.00082907476,0.0006063201,0.0021382896,0.00039666065,0.0016381369,0.0011983989,0.0010447945,0.003374965],"category_scores_gemma":[0.0060311803,0.00070080365,0.0003418553,0.0012551892,0.000754863,0.0016687863,0.0016890704,0.0016729118,0.0028485602],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030686846,0.0003628596,0.045688927,0.00047986952,0.00009377909,0.00042874378,0.00074285513,0.005094535,0.6697695,0.0021918993,0.006878138,0.2679621],"study_design_scores_gemma":[0.00010274534,0.0027702395,0.09563781,0.00030035365,0.00013420598,0.0016219849,0.00089536334,0.049068153,0.7677921,0.0036603415,0.07773702,0.0002796338],"about_ca_topic_score_codex":0.0010174705,"about_ca_topic_score_gemma":0.0019543003,"teacher_disagreement_score":0.003374965,"about_ca_system_score_codex":0.0008714441,"about_ca_system_score_gemma":0.0005769512,"threshold_uncertainty_score":0.011290371},"labels":[],"label_agreement":null},{"id":"W2622806122","doi":"","title":"An Investigation On the Dynamic Testing, Properties And Responses of Support Systems","year":2007,"lang":"en","type":"article","venue":"11th ISRM Congress","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Computer science","score_opus":0.046185044688052575,"score_gpt":0.24961526293370745,"score_spread":0.20343021824565488,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2622806122","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94565475,0.0003440049,0.038571622,0.00024251969,0.000051894745,0.0001235617,0.000246831,0.0001777189,0.014587209],"genre_scores_gemma":[0.99581426,0.00008423378,0.002221527,0.000031848744,0.0000063617167,0.000025432435,0.00009018472,0.000014672381,0.0017113736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916875,0.0001851855,0.000033042004,0.00008003821,0.00040984157,0.00012322374],"domain_scores_gemma":[0.99766845,0.0012848236,0.00012340359,0.00028793947,0.000565258,0.000070078604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008004291,0.0003347059,0.0002610128,0.0007976826,0.00052541454,0.0007923462,0.0007581316,0.00064403267,0.0039044023],"category_scores_gemma":[0.004519059,0.000187482,0.00029623657,0.00046501087,0.0007615461,0.0008043588,0.00056842604,0.0003538909,0.0006318237],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002424916,0.0005428057,0.02042032,0.00046998676,0.00004663402,0.0015011133,0.001417153,0.05589786,0.7628716,0.017948199,0.0016049598,0.13485435],"study_design_scores_gemma":[0.000087588814,0.0036694158,0.035134062,0.00010587205,0.00009742263,0.0020538468,0.0026799326,0.3402368,0.59311986,0.008879945,0.013873027,0.00006223962],"about_ca_topic_score_codex":0.0015169234,"about_ca_topic_score_gemma":0.0006553877,"teacher_disagreement_score":0.0039044023,"about_ca_system_score_codex":0.00037028454,"about_ca_system_score_gemma":0.00045044546,"threshold_uncertainty_score":0.013061523},"labels":[],"label_agreement":null},{"id":"W2623082052","doi":"10.36487/acg_rep/1410_14_boeg-jensen","title":"The operational and laboratory aspects of a thin spray-on liner","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Sudbury","funders":"","keywords":"Materials science; Environmental science; Computer science; Process engineering; Engineering","score_opus":0.004930476254528211,"score_gpt":0.20060726013961358,"score_spread":0.19567678388508536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2623082052","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9779052,0.00020468437,0.017891854,0.0001579452,0.000039262086,0.00046690094,0.0002672624,0.00023113449,0.0028357285],"genre_scores_gemma":[0.96418244,0.00020072606,0.03136637,0.00005667551,0.000015255143,0.00025344914,0.00024056251,0.00003794968,0.0036464771],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989875,0.00021760934,0.00006899224,0.00014265711,0.00048578388,0.00009756531],"domain_scores_gemma":[0.99924505,0.00010929207,0.00018544956,0.00015248351,0.00022792656,0.00007986049],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009102564,0.00042498505,0.00024762377,0.0002793238,0.00033568568,0.00047594414,0.0006222768,0.0005498399,0.001700601],"category_scores_gemma":[0.00092211773,0.00014717472,0.00026295087,0.00015938871,0.00050090323,0.0005599719,0.0004761531,0.000546491,0.0006841994],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020240028,0.00027962844,0.0012149606,0.00012542475,0.000005314478,0.00020137138,0.00019638421,0.0005344009,0.98834884,0.00019413441,0.00013800815,0.008559068],"study_design_scores_gemma":[0.000033155993,0.008179303,0.0057567684,0.00002575404,0.000017977467,0.000517297,0.00044701857,0.0015561667,0.9774653,0.00011396402,0.0058627636,0.000024539686],"about_ca_topic_score_codex":0.00047200103,"about_ca_topic_score_gemma":0.0006644644,"teacher_disagreement_score":0.001700601,"about_ca_system_score_codex":0.0002812811,"about_ca_system_score_gemma":0.00029187524,"threshold_uncertainty_score":0.0056890845},"labels":[],"label_agreement":null},{"id":"W2623848603","doi":"10.4050/f-0071-2015-10146","title":"Bird Impact Simulation of Polycarbonate Windshield Subject to Brittle Failures","year":2015,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bell Helicopter Textron (Canada)","funders":"","keywords":"Windshield; Polycarbonate; Subject (documents); Brittleness; Computer science; Engineering; Materials science; Composite material; Aerospace engineering; World Wide Web","score_opus":0.021187001131778467,"score_gpt":0.28065222196930395,"score_spread":0.2594652208375255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2623848603","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98455226,0.00012348506,0.0074047362,0.00006370863,0.00002152929,0.000051448802,0.00059266726,0.00010490382,0.0070852167],"genre_scores_gemma":[0.9941606,0.000105892635,0.0027551933,0.000020856469,0.0000024314236,0.000047354093,0.00030470666,0.000029687122,0.0025731495],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998584,0.000020104897,0.0000073393903,0.00001810322,0.00005205452,0.000043872777],"domain_scores_gemma":[0.9996655,0.00017717996,0.0000399729,0.00002360145,0.000064428736,0.000029341238],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002403033,0.0004560839,0.00040622018,0.0006265085,0.0004932057,0.0004614796,0.0007039124,0.0011608049,0.004133456],"category_scores_gemma":[0.0006147868,0.00028116044,0.0004996146,0.00041181376,0.0005598288,0.00028622794,0.0003600609,0.00035265708,0.00024194385],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008303954,0.00004895386,0.0022790295,0.000040007366,0.0000128109,0.00021795474,0.000053084314,0.9891171,0.005973629,0.00045665083,0.00016299664,0.0015548555],"study_design_scores_gemma":[0.000010404612,0.00007687205,0.0016109793,0.0000085768215,0.000005539936,0.000026679101,0.000044763616,0.9960896,0.0017628599,0.00008819512,0.0002686591,0.000006843205],"about_ca_topic_score_codex":0.021682955,"about_ca_topic_score_gemma":0.018768182,"teacher_disagreement_score":0.021682955,"about_ca_system_score_codex":0.0006265709,"about_ca_system_score_gemma":0.0006795569,"threshold_uncertainty_score":0.04311347},"labels":[],"label_agreement":null},{"id":"W2727046879","doi":"","title":"Diagnosi di frattura della caviglia prima della radiografia con le regole di Ottawa","year":2003,"lang":"it","type":"article","venue":"Archivio per le Scienze Mediche","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Humanities; Political science; Philosophy","score_opus":0.01143984892597925,"score_gpt":0.2287941804293462,"score_spread":0.21735433150336697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2727046879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97105265,0.0028574523,0.0014077983,0.00026453804,0.00007676772,0.00019733781,0.0026456653,0.00010875105,0.021389095],"genre_scores_gemma":[0.9902942,0.0011231775,0.0027701731,0.00004848895,0.000015555825,0.000052217183,0.0005211157,0.000041306877,0.0051337257],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9980798,0.00015410161,0.00010931568,0.00035265178,0.00065402465,0.0006501044],"domain_scores_gemma":[0.9971029,0.0005638299,0.0004916611,0.00032419583,0.0012515472,0.00026594856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012336951,0.0010283289,0.0006031351,0.0042775827,0.0016424413,0.0041287085,0.0014566184,0.00085873244,0.0041305223],"category_scores_gemma":[0.005804854,0.00095263415,0.0007010745,0.0026663775,0.0022237815,0.0006041198,0.0013341632,0.0008880711,0.0011612468],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007427336,0.000036918645,0.9550652,0.00024188864,0.00020693679,0.001202836,0.0017042883,0.0011111776,0.0062030354,0.000872581,0.0023842405,0.030228304],"study_design_scores_gemma":[0.00002880968,0.0001432921,0.9770313,0.00015609444,0.0004426306,0.0021501943,0.0027835018,0.0014725509,0.0049581947,0.00037585464,0.010363591,0.0000939546],"about_ca_topic_score_codex":0.8167241,"about_ca_topic_score_gemma":0.89557064,"teacher_disagreement_score":0.8167241,"about_ca_system_score_codex":0.0076617333,"about_ca_system_score_gemma":0.009753253,"threshold_uncertainty_score":0.3687104},"labels":[],"label_agreement":null},{"id":"W2735519008","doi":"","title":"Testing of concrete bridge barriers reinforced with new glass FRP bars","year":2008,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Fibre-reinforced plastic; Cracking; Structural engineering; Materials science; Composite material; Glass fiber; Bridge (graph theory); Reinforced concrete; Forensic engineering; Engineering","score_opus":0.016896880030110216,"score_gpt":0.20474187814171751,"score_spread":0.1878449981116073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2735519008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993345,0.000020540403,0.00046614092,0.0000029085352,0.0000024517817,0.000012721429,0.000017586104,0.000009221786,0.0001339381],"genre_scores_gemma":[0.998197,0.000043101096,0.0011731762,0.00000497467,0.0000013353795,0.000014547181,0.000066178305,0.0000056222543,0.000494049],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993394,0.00007067762,0.000029033461,0.000100512174,0.00033116475,0.00012909429],"domain_scores_gemma":[0.99918395,0.00014939564,0.0001389618,0.000069479,0.00031126424,0.00014696718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050637306,0.0007936671,0.00040171167,0.00046712585,0.0004164288,0.00020751712,0.0007013007,0.0006833486,0.0014059707],"category_scores_gemma":[0.00087634777,0.00040422805,0.00046541975,0.00022384622,0.00045419575,0.00044801162,0.0005597472,0.00044735253,0.00038508035],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005440929,0.00014092233,0.0048544076,0.00012817793,0.00002928072,0.00043086585,0.00030778503,0.0020955515,0.98848945,0.000058039943,0.00003620082,0.0028852976],"study_design_scores_gemma":[0.00008275267,0.009741232,0.05966331,0.000032140888,0.00007735474,0.00061889377,0.00046577136,0.0048990543,0.9233446,0.00003699132,0.0010018045,0.000036030324],"about_ca_topic_score_codex":0.004125872,"about_ca_topic_score_gemma":0.007991082,"teacher_disagreement_score":0.004125872,"about_ca_system_score_codex":0.0003938045,"about_ca_system_score_gemma":0.00035316343,"threshold_uncertainty_score":0.008203685},"labels":[],"label_agreement":null},{"id":"W2742890782","doi":"10.3141/2638-07","title":"Development and Testing of the Manitoba Constrained Width Tall Wall Barrier","year":2017,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Manitoba Hydro","funders":"","keywords":"Spall; Structural engineering; Crash test; Deck; Bridge (graph theory); Bridge deck; Engineering; Crash; Trailer; Forensic engineering; Geotechnical engineering; Computer science","score_opus":0.09986498377074768,"score_gpt":0.3419481895207728,"score_spread":0.24208320575002515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2742890782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98017156,0.000115526775,0.007867427,0.000087374676,0.000029416471,0.0007106787,0.00044669173,0.00021059073,0.010360698],"genre_scores_gemma":[0.954411,0.00030691017,0.028466174,0.00008073657,0.0000032350606,0.00036116067,0.00084968365,0.00006984077,0.015451366],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955934,0.00002890455,0.000012288194,0.00004795228,0.00024970816,0.000101715385],"domain_scores_gemma":[0.999198,0.000027216123,0.000038004742,0.00005479331,0.0005311206,0.00015084415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000697437,0.000441148,0.0002502364,0.00060211244,0.0013970308,0.0006943852,0.0009579152,0.00032674966,0.0026807499],"category_scores_gemma":[0.00054712716,0.00034167204,0.00020363112,0.00050334254,0.0005604888,0.00030801605,0.0006507195,0.00035879904,0.00060340017],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007158681,0.00071000325,0.06442528,0.00031226472,0.000056103647,0.002478693,0.0017395755,0.022501063,0.8202239,0.005081283,0.003082448,0.07867352],"study_design_scores_gemma":[0.00045317973,0.009742067,0.29079846,0.0003118594,0.00017765265,0.0014269382,0.0071171103,0.032550212,0.5377896,0.00044623876,0.11891947,0.000267197],"about_ca_topic_score_codex":0.35914546,"about_ca_topic_score_gemma":0.6362452,"teacher_disagreement_score":0.35914546,"about_ca_system_score_codex":0.002591026,"about_ca_system_score_gemma":0.008953241,"threshold_uncertainty_score":0.71411},"labels":[],"label_agreement":null},{"id":"W2746479167","doi":"10.3849/aimt.01178","title":"Probabilistic Gross Vehicle Weights and Associated Axle Loads for Military Vehicles in Bridge Evaluation and Code Calibration","year":2017,"lang":"en","type":"article","venue":"Advances in Military Technology","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale; Canadian Armed Forces","keywords":"Axle; Payload (computing); Probabilistic logic; Engineering; Bridge (graph theory); Automotive engineering; Calibration; Aeronautics; Computer science; Computer security; Structural engineering; Mathematics; Artificial intelligence; Statistics","score_opus":0.013193850952681057,"score_gpt":0.28452922949952025,"score_spread":0.2713353785468392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2746479167","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85102284,0.00012699686,0.14344731,0.000048221096,0.000019982866,0.00013929531,0.0003235325,0.00019173374,0.004680036],"genre_scores_gemma":[0.9825851,0.00006874662,0.016294356,0.000004529154,0.0000034154446,0.00005197772,0.00028149824,0.000033227407,0.0006770951],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99853194,0.00038181053,0.00005669941,0.00012720606,0.0008261947,0.0000761892],"domain_scores_gemma":[0.998002,0.0007374379,0.0003888629,0.00019714377,0.0006171036,0.00005743561],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018989524,0.00062040606,0.0002494063,0.0030147415,0.0003623696,0.00056233216,0.00063583447,0.0004999009,0.0011119064],"category_scores_gemma":[0.0073028784,0.00025653566,0.0003752969,0.0012416265,0.00038242896,0.0011200167,0.0009969325,0.00033378595,0.0002550125],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021950017,0.00013390585,0.17976351,0.0000935395,0.000059559305,0.00018376148,0.00031020146,0.6525112,0.019356124,0.005275502,0.0008162158,0.14127707],"study_design_scores_gemma":[0.000008253571,0.00038667404,0.13342091,0.000047559293,0.000032892378,0.00015873325,0.0003181266,0.84295535,0.01721175,0.0036441947,0.0017510359,0.00006441366],"about_ca_topic_score_codex":0.0045851716,"about_ca_topic_score_gemma":0.009384403,"teacher_disagreement_score":0.0045851716,"about_ca_system_score_codex":0.00068048725,"about_ca_system_score_gemma":0.00061577786,"threshold_uncertainty_score":0.010042787},"labels":[],"label_agreement":null},{"id":"W2766662064","doi":"10.1115/detc2017-67389","title":"Experimental Modal Analysis of a Half-Scale Model Twin-Engine Aircraft Rear Fuselage Engine Mount Support Frame","year":2017,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"European Social Fund; Natural Sciences and Engineering Research Council of Canada","keywords":"Modal; Modal testing; Fuselage; Modal analysis; Hammer; Natural frequency; Structural engineering; Aerospace; Acoustics; Computer science; Vibration; Engineering; Aerospace engineering; Finite element method; Physics; Materials science","score_opus":0.012670676103224171,"score_gpt":0.25493994147769783,"score_spread":0.24226926537447366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2766662064","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9827313,0.00003699912,0.012619311,0.000021940767,0.000016885273,0.00003512162,0.0006082401,0.00021650158,0.0037136425],"genre_scores_gemma":[0.9950629,0.000023751018,0.0023516482,0.000005849881,0.000001832357,0.000017896571,0.00034401123,0.000018061552,0.0021740315],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998386,0.000008307734,0.000005732001,0.00003155753,0.000090202186,0.000025572595],"domain_scores_gemma":[0.9997129,0.00006667516,0.000017436936,0.000049585644,0.00012694034,0.00002648505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002651064,0.0003143921,0.00021974124,0.00047978244,0.00032389685,0.0001863892,0.00043357568,0.0004049829,0.006204278],"category_scores_gemma":[0.00046023264,0.00013228066,0.00021159384,0.00022142862,0.00029765608,0.0002343851,0.00023889107,0.00024884337,0.00080384535],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057161466,0.0002196402,0.0040907306,0.00016845329,0.000013184785,0.00029888333,0.0005130297,0.018629268,0.9431127,0.0007952475,0.0010230874,0.030564265],"study_design_scores_gemma":[0.000059411952,0.0046651014,0.10485618,0.000058583584,0.00008513843,0.00046040548,0.0012670966,0.17961863,0.6967657,0.0005628547,0.011512273,0.000088583],"about_ca_topic_score_codex":0.002044889,"about_ca_topic_score_gemma":0.0040337285,"teacher_disagreement_score":0.006204278,"about_ca_system_score_codex":0.00019852558,"about_ca_system_score_gemma":0.00016624172,"threshold_uncertainty_score":0.02075535},"labels":[],"label_agreement":null},{"id":"W2774989799","doi":"10.1139/cjce-2017-0002","title":"Ultimate capacity of barrier–deck anchorage in MTQ TL-5 barrier reinforced with headed-end, high-modulus, sand-coated GFRP bars","year":2017,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Fibre-reinforced plastic; Deck; Structural engineering; Slab; Materials science; Precast concrete; Embedment; Christian ministry; Geotechnical engineering; Composite material; Engineering","score_opus":0.0082322150058546,"score_gpt":0.1890271862025809,"score_spread":0.1807949711967263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2774989799","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99893945,0.00005981247,0.00028653204,0.0000037149125,0.0000034664126,0.0000057813145,0.00009016818,0.000016680804,0.00059447275],"genre_scores_gemma":[0.9985403,0.000030761996,0.00025851716,0.0000029381124,5.72331e-7,0.0000041744665,0.000121292425,0.0000064254136,0.001034966],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996125,0.000014288876,0.000015388758,0.000060071274,0.00018823502,0.00010955416],"domain_scores_gemma":[0.9993304,0.00004708955,0.000090099784,0.000055640197,0.00035751777,0.000119312506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049457257,0.00029848758,0.00025058162,0.00071804,0.0005209816,0.0003828941,0.00058217184,0.0003864084,0.0028953352],"category_scores_gemma":[0.0006242382,0.00020823284,0.00021140912,0.00032451598,0.0004181941,0.00033069358,0.0004210869,0.0003736323,0.00071748596],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047513077,0.00009246563,0.007875285,0.000075733784,0.000015484347,0.00021271565,0.00037479808,0.004795293,0.97921616,0.00022755709,0.00017061713,0.0064687296],"study_design_scores_gemma":[0.0000187916,0.0018591722,0.10151676,0.000035436777,0.00004692802,0.00014372414,0.0009116129,0.014465171,0.87816364,0.00007089333,0.0027259293,0.000042020536],"about_ca_topic_score_codex":0.020899095,"about_ca_topic_score_gemma":0.05300603,"teacher_disagreement_score":0.020899095,"about_ca_system_score_codex":0.0007293205,"about_ca_system_score_gemma":0.00064900256,"threshold_uncertainty_score":0.04155487},"labels":[],"label_agreement":null},{"id":"W2791651064","doi":"10.1088/1755-1315/128/1/012170","title":"Skateboard deck materials selection","year":2018,"lang":"en","type":"article","venue":"IOP Conference Series Earth and Environmental Science","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"University of British Columbia","keywords":"Material selection; Materials science; Fracture toughness; Composite material; Brittleness; Alloy; Deck; Toughness; Material properties; Titanium; Brittle fracture; Fracture (geology); Titanium alloy; Structural engineering; Metallurgy; Engineering","score_opus":0.00810063011012057,"score_gpt":0.19284968397589017,"score_spread":0.1847490538657696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2791651064","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8604857,0.005266618,0.038340364,0.000379911,0.00073082454,0.0016495007,0.004442065,0.0008115716,0.087893486],"genre_scores_gemma":[0.86502093,0.0049345153,0.07386179,0.0002864562,0.00007519044,0.0009334236,0.004278461,0.00049053755,0.050118692],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996617,0.000040604282,0.000022255697,0.000053355052,0.00016834358,0.00005365473],"domain_scores_gemma":[0.9996617,0.000024575727,0.000023127768,0.00002329305,0.00022250127,0.000044805372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058644894,0.001241665,0.0005863361,0.0021388382,0.00081432203,0.001158857,0.00060991675,0.0006172251,0.013391734],"category_scores_gemma":[0.00061359233,0.0004054265,0.00047327045,0.00095345813,0.00022451353,0.00078449474,0.0006479773,0.0004537381,0.00650602],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024524417,0.0011579356,0.016689083,0.00512133,0.00007664805,0.0018281365,0.0003219862,0.020811478,0.59961164,0.0063975914,0.024467194,0.32106462],"study_design_scores_gemma":[0.00016695079,0.0041232603,0.035517067,0.00071985484,0.00026145563,0.0019062808,0.0018664084,0.01331025,0.59073126,0.0021117495,0.34912473,0.00016075694],"about_ca_topic_score_codex":0.00087093445,"about_ca_topic_score_gemma":0.004286606,"teacher_disagreement_score":0.013391734,"about_ca_system_score_codex":0.00038302643,"about_ca_system_score_gemma":0.0006005258,"threshold_uncertainty_score":0.044799805},"labels":[],"label_agreement":null},{"id":"W2794038000","doi":"10.4271/2024-01-3635","title":"Simple Terramechanics Models and their Demonstration in the Next Generation NATO Reference Mobility Model","year":2017,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Simple (philosophy); Computer science; Mobility model; Distributed computing","score_opus":0.05978544881453592,"score_gpt":0.27252175042535537,"score_spread":0.21273630161081944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2794038000","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13829818,0.0003328196,0.77523786,0.0017776372,0.00035589928,0.00029888746,0.0030990131,0.0023994055,0.07820035],"genre_scores_gemma":[0.7679005,0.0005099103,0.20871922,0.00020532544,0.00004105863,0.0004274525,0.0023878408,0.0003268861,0.019481825],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981695,0.000048657424,0.000011769215,0.000025934745,0.00008272511,0.000014019594],"domain_scores_gemma":[0.99970067,0.00008218067,0.000021481474,0.00005980573,0.00011730954,0.000018651312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053087476,0.00041640873,0.00028585704,0.00029227984,0.0003641267,0.0008331267,0.0012647822,0.00088257185,0.004043201],"category_scores_gemma":[0.0013874645,0.0002524817,0.0004612944,0.00036156765,0.0003972328,0.0009776605,0.0006909249,0.0006258463,0.0009406642],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003691082,0.000036354173,0.0019602135,0.00006257688,0.0000132346395,0.000100709905,0.000102769314,0.9395267,0.002266776,0.033729453,0.0026150527,0.019549226],"study_design_scores_gemma":[0.000009620118,0.00002595909,0.0005054764,0.000017841285,0.000004935958,0.000026443837,0.000031514617,0.9851031,0.0007163742,0.0030799739,0.010464548,0.000014207217],"about_ca_topic_score_codex":0.03138322,"about_ca_topic_score_gemma":0.029874964,"teacher_disagreement_score":0.03138322,"about_ca_system_score_codex":0.0006139202,"about_ca_system_score_gemma":0.0010620964,"threshold_uncertainty_score":0.062401116},"labels":[],"label_agreement":null},{"id":"W2801695433","doi":"10.1139/tcsme-2012-0027","title":"IMPROVING CRASHWORTHINESS IN RAILCAR AGAINST ROLLOVER","year":2012,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Crashworthiness; Rollover (web design); LS-DYNA; Structural engineering; Roof; Automotive engineering; Crash; Displacement (psychology); Engineering; Computer science; Finite element method","score_opus":0.007302315499639824,"score_gpt":0.189030595939246,"score_spread":0.18172828043960618,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801695433","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99227375,0.00007041274,0.005678656,0.000033592056,0.000005388247,0.000009581023,0.000070497736,0.000111856105,0.0017461417],"genre_scores_gemma":[0.9993654,0.000026388072,0.0002789012,0.0000018023654,7.868847e-7,0.0000024960088,0.000020433286,0.0000030781055,0.00030075098],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999176,0.00001618589,0.000002888353,0.0000132752275,0.00001923602,0.000030858293],"domain_scores_gemma":[0.99988997,0.000035510326,0.000025621905,0.000010602826,0.000027799719,0.000010503983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014895106,0.00041894623,0.00029478903,0.00031487894,0.00018660365,0.00028578073,0.0002566986,0.00038537598,0.001654617],"category_scores_gemma":[0.00035631476,0.00014190153,0.000410406,0.00016332947,0.00018679503,0.00021590783,0.0002718906,0.00016038303,0.00016591772],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045461385,0.0001130271,0.010997895,0.00018513005,0.000053959728,0.0007359819,0.00009939812,0.82107747,0.14344525,0.0004957958,0.00041852726,0.021922912],"study_design_scores_gemma":[0.000035935078,0.0014524459,0.032529935,0.000023124338,0.00008952668,0.00018772944,0.00024034441,0.9226381,0.041665245,0.00041460068,0.00069604296,0.000027020911],"about_ca_topic_score_codex":0.0060065445,"about_ca_topic_score_gemma":0.007725567,"teacher_disagreement_score":0.0060065445,"about_ca_system_score_codex":0.0002344271,"about_ca_system_score_gemma":0.00020572044,"threshold_uncertainty_score":0.0119431615},"labels":[],"label_agreement":null},{"id":"W2802449101","doi":"10.2307/1504837","title":"Repairing Blast Damage at the South Portico of the California State Capitol","year":2004,"lang":"en","type":"article","venue":"APT Bulletin","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Forensic engineering; State (computer science); Engineering; Archaeology; Geology; Mining engineering; History; Computer science","score_opus":0.0038700330510263586,"score_gpt":0.16603248714384272,"score_spread":0.16216245409281638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802449101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96381795,0.00007417284,0.0003098276,0.00064278574,0.000059288945,0.00007945193,0.0003455444,0.00012174843,0.034549218],"genre_scores_gemma":[0.95821303,0.00020235032,0.0010834665,0.00009553396,0.000025042144,0.000027430646,0.0003531606,0.000039202903,0.039960776],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997564,0.000025043748,0.000005712038,0.000027783468,0.00013251984,0.000052509095],"domain_scores_gemma":[0.99954945,0.000069020185,0.00003664981,0.000031848707,0.000203902,0.000109025306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029077314,0.0003223987,0.00028260416,0.0008391145,0.0061180387,0.0011929531,0.00083528605,0.0011311866,0.009782297],"category_scores_gemma":[0.0010371024,0.00029222522,0.00018182315,0.00050307874,0.00051884644,0.0005240783,0.00056461984,0.000989599,0.00079113373],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030870705,0.0020215733,0.4238542,0.00039628733,0.00023654237,0.03525646,0.011195247,0.063222796,0.035370808,0.0039995485,0.16831054,0.253049],"study_design_scores_gemma":[0.00015835272,0.0016054015,0.82335705,0.00012822705,0.00016672397,0.0025576828,0.031759497,0.027325034,0.012128109,0.00085375004,0.09987146,0.00008874738],"about_ca_topic_score_codex":0.2538111,"about_ca_topic_score_gemma":0.5972938,"teacher_disagreement_score":0.2538111,"about_ca_system_score_codex":0.0021047767,"about_ca_system_score_gemma":0.0030294433,"threshold_uncertainty_score":0.5046675},"labels":[],"label_agreement":null},{"id":"W2809094628","doi":"10.4271/09-06-01-0006","title":"Wheel Chock Key Design Elements and Geometrical Profile for Truck Vehicle Restraint","year":2018,"lang":"en","type":"article","venue":"SAE International Journal of Transportation Safety","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Truck; Key (lock); Automotive engineering; Engineering; Computer science; Computer security","score_opus":0.018418507089327057,"score_gpt":0.27131863290578023,"score_spread":0.25290012581645316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809094628","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18783043,0.0006599001,0.78753734,0.00013084071,0.00012067217,0.0002017734,0.00018794976,0.0006282864,0.022702863],"genre_scores_gemma":[0.9561892,0.00027305665,0.03866784,0.000017086135,0.000010303025,0.00007614299,0.00011598025,0.000054427896,0.0045959316],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981505,0.000029326322,0.000009848977,0.000029203102,0.00008809554,0.000028431528],"domain_scores_gemma":[0.99985194,0.000013229465,0.000025638137,0.000026710928,0.00006848563,0.000013891862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016871115,0.00056395587,0.00030667314,0.0005526193,0.00024430943,0.00048130666,0.0007748078,0.00049507513,0.0026853343],"category_scores_gemma":[0.00050149515,0.00023168731,0.00031892434,0.00019858408,0.00034502154,0.00049926253,0.0005625075,0.00026676996,0.0009993465],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057666906,0.00015622817,0.0057804156,0.0009877465,0.00006572018,0.000769304,0.00029348567,0.32451642,0.41065663,0.03785009,0.0039271954,0.21442018],"study_design_scores_gemma":[0.000071937335,0.0015157448,0.012909259,0.00022635124,0.0001475992,0.0013859483,0.0005746228,0.831765,0.09910046,0.008782348,0.043350473,0.00017027088],"about_ca_topic_score_codex":0.0011724617,"about_ca_topic_score_gemma":0.00189475,"teacher_disagreement_score":0.0026853343,"about_ca_system_score_codex":0.00028271356,"about_ca_system_score_gemma":0.0005032394,"threshold_uncertainty_score":0.008983374},"labels":[],"label_agreement":null},{"id":"W2884645518","doi":"10.4271/2018-01-5018","title":"Predictive Estimation of Side Pole Impact Dummy Response Based on Linear Impactor SAB Performance","year":2018,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Chrysler (Canada)","funders":"","keywords":"Computer science; Estimation; Control theory (sociology); Engineering; Artificial intelligence; Control (management)","score_opus":0.008526801762519774,"score_gpt":0.2552260994359662,"score_spread":0.24669929767344642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884645518","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86146194,0.00012460706,0.12982754,0.00007758026,0.000038971466,0.00009838465,0.00076760416,0.0010925896,0.0065108207],"genre_scores_gemma":[0.99536103,0.000031342526,0.0037066813,0.000008825471,0.0000030135764,0.000014142255,0.00035478806,0.000017104723,0.0005030816],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971765,0.0000372739,0.00001271123,0.000053190583,0.00013926452,0.000039785737],"domain_scores_gemma":[0.99911314,0.00026965607,0.00017721349,0.0001366441,0.0002502638,0.000053043717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036125738,0.0006695425,0.00026085335,0.000956062,0.00014438275,0.00059185614,0.000529508,0.0004410801,0.0018841991],"category_scores_gemma":[0.0022895345,0.00022693233,0.00033796672,0.00048891694,0.0002975982,0.00056564837,0.00057951204,0.00043201065,0.0010317743],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014183465,0.00024059723,0.1278753,0.00026406164,0.00007537837,0.00046784553,0.00029161328,0.6567194,0.10218852,0.0009107025,0.0011474679,0.10840083],"study_design_scores_gemma":[0.000017066597,0.00051427545,0.052473247,0.00002425181,0.000023402725,0.00012377491,0.0001320464,0.9148909,0.030741716,0.00039497297,0.0006212657,0.000043028398],"about_ca_topic_score_codex":0.0023469878,"about_ca_topic_score_gemma":0.0030301518,"teacher_disagreement_score":0.0023469878,"about_ca_system_score_codex":0.0003221483,"about_ca_system_score_gemma":0.00036954472,"threshold_uncertainty_score":0.006303251},"labels":[],"label_agreement":null},{"id":"W2899075123","doi":"10.1115/1.4041902","title":"A Force-Sensing Insole to Quantify Impact Loading to the Foot","year":2018,"lang":"en","type":"article","venue":"Journal of Biomechanical Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cadaveric spasm; Ankle; Crash; Physical medicine and rehabilitation; Foot (prosody); Load cell; Crash test; Computer science; Work (physics); Impact; Simulation; Medicine; Engineering; Structural engineering; Surgery; Mechanical engineering","score_opus":0.013605098786686668,"score_gpt":0.2631352404052252,"score_spread":0.2495301416185385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899075123","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7046253,0.0017868293,0.28484547,0.00010268204,0.00017264922,0.00033216356,0.0018910675,0.0006959882,0.00554793],"genre_scores_gemma":[0.88487715,0.000884286,0.111392185,0.0000965046,0.000045593108,0.00014789126,0.0005470299,0.000034544977,0.0019749189],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996971,0.000058919544,0.000024102206,0.000054342574,0.0001491574,0.000016388336],"domain_scores_gemma":[0.9995309,0.00012131588,0.00009687876,0.00006465948,0.00015777205,0.00002844845],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003685248,0.00063744665,0.00028227727,0.0012461578,0.00012840233,0.00029813548,0.0002872093,0.00038922986,0.0018260255],"category_scores_gemma":[0.00090348383,0.00016398987,0.0001972875,0.00078046415,0.00017343082,0.0003067302,0.00026406156,0.00020590606,0.000409577],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015522094,0.0002113833,0.02872257,0.00038671042,0.000053797132,0.00033220302,0.00014025933,0.0036663162,0.8247955,0.0005774048,0.0007489781,0.14020966],"study_design_scores_gemma":[0.000068784226,0.0043084277,0.45550928,0.00021395278,0.00020340366,0.004834381,0.00044865784,0.12742548,0.39000306,0.0010695248,0.015768787,0.00014636497],"about_ca_topic_score_codex":0.0006108359,"about_ca_topic_score_gemma":0.0022309686,"teacher_disagreement_score":0.0018260255,"about_ca_system_score_codex":0.00008942349,"about_ca_system_score_gemma":0.00015484425,"threshold_uncertainty_score":0.0061086416},"labels":[],"label_agreement":null},{"id":"W2901188994","doi":"10.11575/prism/32400","title":"Calgary Regional Transit Plan","year":2009,"lang":"en","type":"article","venue":"PRISM (University of Calgary)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Strong","keywords":"Transit (satellite); Plan (archaeology); Geography; Transport engineering; Public transport; Engineering","score_opus":0.010037511369736627,"score_gpt":0.1740114470442327,"score_spread":0.16397393567449606,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901188994","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018621031,0.004394446,0.0027298175,0.010553054,0.0017975015,0.0012130092,0.025087785,0.00091397157,0.93468946],"genre_scores_gemma":[0.047586244,0.0035032823,0.0057076206,0.0040162555,0.00017128994,0.00045823745,0.017454023,0.000244858,0.92085826],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990075,0.00008189164,0.000030250969,0.00015303343,0.00040428594,0.00032305572],"domain_scores_gemma":[0.99908376,0.00005533847,0.000048019094,0.000062684994,0.0005648955,0.0001853671],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007330183,0.00062942255,0.00033666493,0.001665346,0.002819836,0.0034422264,0.0014915684,0.0013457284,0.094272494],"category_scores_gemma":[0.001891935,0.00048038948,0.00032720974,0.002271013,0.0005736505,0.0006771161,0.0023664932,0.0022316151,0.013892152],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016266157,0.0000922262,0.00486695,0.00032471918,0.000023297562,0.00078365125,0.0005574138,0.0038401058,0.000700334,0.04192143,0.81418926,0.13253804],"study_design_scores_gemma":[0.000034442393,0.00003474694,0.011206197,0.00012286394,0.0000064754663,0.00008322418,0.0005492191,0.00047623517,0.00016690449,0.00082438125,0.9864775,0.000017945324],"about_ca_topic_score_codex":0.72377396,"about_ca_topic_score_gemma":0.78153193,"teacher_disagreement_score":0.27622604,"about_ca_system_score_codex":0.021929659,"about_ca_system_score_gemma":0.03185349,"threshold_uncertainty_score":0.55570555},"labels":[],"label_agreement":null},{"id":"W2907755893","doi":"10.1080/13588265.2018.1480582","title":"Structural qualification of a developed GFRP-reinforced TL-5 concrete bridge barrier using vehicle crash testing","year":2018,"lang":"en","type":"article","venue":"International Journal of Crashworthiness","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Crash test; Crash; Crashworthiness; Slab; Reinforcement; Bridge (graph theory); Materials science; Delamination (geology); Composite material; Engineering; Forensic engineering; Finite element method; Computer science; Geology","score_opus":0.04635719481746788,"score_gpt":0.30927509821997784,"score_spread":0.26291790340251,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2907755893","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99535096,0.000033203123,0.0039031296,0.00001630676,0.000006958572,0.000048922262,0.00012542578,0.000069305745,0.00044565473],"genre_scores_gemma":[0.9936052,0.000046231693,0.0045162765,0.000011924004,0.0000013153953,0.00002872941,0.0002455559,0.000015696798,0.0015291004],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994435,0.000054260076,0.00002402022,0.00006464261,0.00033645466,0.00007708933],"domain_scores_gemma":[0.9991561,0.00010149155,0.000081313265,0.00008498355,0.00044196506,0.0001340197],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046166923,0.0003885605,0.00028482275,0.0004114398,0.00028486835,0.00025212517,0.0010752922,0.0007677104,0.0011980354],"category_scores_gemma":[0.0011926788,0.00020266593,0.00033681886,0.00017928814,0.0002725488,0.00024171997,0.0003146497,0.0004364367,0.0003783487],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002341721,0.000120975055,0.0053579453,0.000069561676,0.000016998916,0.00060903654,0.00018240194,0.0058318125,0.9828744,0.00011319028,0.000102007216,0.0044874297],"study_design_scores_gemma":[0.000070470356,0.0068139727,0.06059617,0.00002348901,0.000049606635,0.00067545456,0.00032229928,0.026101146,0.90282494,0.000050614035,0.0024317629,0.000040090737],"about_ca_topic_score_codex":0.0027403762,"about_ca_topic_score_gemma":0.0051398817,"teacher_disagreement_score":0.0027403762,"about_ca_system_score_codex":0.00036397224,"about_ca_system_score_gemma":0.00036611318,"threshold_uncertainty_score":0.005448878},"labels":[],"label_agreement":null},{"id":"W2920848352","doi":"","title":"Stawamus Chief Pedestrian Bridge, British Columbia, Canada","year":2011,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pedestrian; Bridge (graph theory); Geography; History; Archaeology; Medicine","score_opus":0.012742279349014672,"score_gpt":0.16919994156222032,"score_spread":0.15645766221320564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2920848352","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.038910326,0.004008849,0.0013023923,0.011061016,0.0026464348,0.0002459517,0.011221415,0.0006650929,0.9299386],"genre_scores_gemma":[0.019039508,0.00086536584,0.00038135497,0.00041676874,0.000037592108,0.000017408136,0.0008930446,0.00006936074,0.97827965],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99933404,0.000022831748,0.000014342857,0.000105647574,0.00029508167,0.0002280284],"domain_scores_gemma":[0.9974821,0.000081634615,0.000036768593,0.000042701966,0.0018228422,0.0005338854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029298876,0.0006935156,0.0004363922,0.0016740981,0.009444173,0.0028762687,0.0011876407,0.0014158754,0.27774978],"category_scores_gemma":[0.0016245254,0.00051489525,0.00030385164,0.0018973453,0.0004906261,0.0007640539,0.0010827056,0.0016704855,0.052818917],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016274105,0.00010167927,0.010472699,0.00009840535,0.000013374266,0.00041109536,0.00017098992,0.00042310864,0.0005444537,0.0028294441,0.8800314,0.10474055],"study_design_scores_gemma":[0.000047025493,0.00008285778,0.03828545,0.00028558756,0.00003845935,0.00033868852,0.0028034544,0.0014326704,0.0006760357,0.0006804703,0.95528316,0.000046124427],"about_ca_topic_score_codex":0.93953854,"about_ca_topic_score_gemma":0.9920919,"teacher_disagreement_score":0.27774978,"about_ca_system_score_codex":0.013297403,"about_ca_system_score_gemma":0.050512843,"threshold_uncertainty_score":0.9291656},"labels":[],"label_agreement":null},{"id":"W2934309910","doi":"10.1139/cjce-2018-0521","title":"Field performance evaluation of high friction surface treatments (HFST) in Oklahoma","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Federal Highway Administration; South Dakota Department of Transportation; Oklahoma Department of Transportation; U.S. Department of Transportation","keywords":"Cracking; Mining engineering; Environmental science; Polishing; Range (aeronautics); Forensic engineering; Geotechnical engineering; Engineering; Materials science; Composite material","score_opus":0.007646271631529982,"score_gpt":0.19204152746210593,"score_spread":0.18439525583057595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2934309910","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983796,0.00009523441,0.0002787486,0.000028757302,0.0000052859514,0.00010288676,0.000285656,0.000024056237,0.00079988386],"genre_scores_gemma":[0.99444866,0.00017114184,0.0024762931,0.000043022206,0.0000056418216,0.00010444635,0.00070737273,0.000008996605,0.0020342262],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99941146,0.000084167295,0.000037197973,0.00015377425,0.0002148572,0.00009862673],"domain_scores_gemma":[0.9988613,0.00013791726,0.00021629767,0.0000869654,0.00055226544,0.00014518326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010579157,0.000394257,0.0004324276,0.00062635116,0.0015322462,0.0005234353,0.00069273176,0.0005362102,0.0015241476],"category_scores_gemma":[0.0006806779,0.00019904642,0.0004580179,0.00060852437,0.00050807995,0.0004085415,0.00036629752,0.0003980677,0.00023033493],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008142731,0.007263322,0.15840738,0.0009775728,0.00041623696,0.00055010547,0.0014058653,0.018959198,0.70697665,0.00034806965,0.0023752016,0.094177656],"study_design_scores_gemma":[0.0004677376,0.047689017,0.7197491,0.00008880452,0.0003224067,0.0002313058,0.0021229468,0.009368086,0.21036455,0.00013540337,0.009362174,0.00009847404],"about_ca_topic_score_codex":0.10710319,"about_ca_topic_score_gemma":0.28256443,"teacher_disagreement_score":0.10710319,"about_ca_system_score_codex":0.0037771536,"about_ca_system_score_gemma":0.0018234443,"threshold_uncertainty_score":0.21295959},"labels":[],"label_agreement":null},{"id":"W2970669977","doi":"10.1139/tcsme-2018-0057","title":"Study of vehicle crashes into a rigid barrier","year":2019,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Crash; Collision; Software; Motor vehicle crash; Computer science; Identification (biology); Reliability (semiconductor); Simulation; Crash test; Engineering; Poison control; Computer security; Human factors and ergonomics","score_opus":0.007220755890330103,"score_gpt":0.20080814088396637,"score_spread":0.19358738499363626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2970669977","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99581546,0.000054904114,0.0029703013,0.0000126396435,0.0000058263895,0.000020418473,0.00014662449,0.0000665136,0.0009072697],"genre_scores_gemma":[0.9984151,0.000051650237,0.0010994569,0.000003437425,0.0000021270569,0.000012015849,0.00017381243,0.000012995527,0.00022936524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996352,0.000114944756,0.000017558645,0.00004965334,0.00010474687,0.00007792876],"domain_scores_gemma":[0.9991641,0.00046164315,0.00009706336,0.000071719594,0.00014658688,0.000058804737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036686665,0.0006903286,0.00070829573,0.0011280719,0.000359955,0.00047505918,0.00073020166,0.0006073733,0.0013884122],"category_scores_gemma":[0.0012790407,0.00022823145,0.0005860226,0.00054465566,0.00045676195,0.00029318745,0.0003750383,0.00043860066,0.0001940486],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053379795,0.00030764844,0.01760943,0.00011642914,0.00012188352,0.0009781981,0.00015687631,0.9578581,0.016377036,0.00067854155,0.00019976652,0.0050623757],"study_design_scores_gemma":[0.000058743186,0.0012729787,0.01403233,0.0000116625015,0.000055701545,0.00021755233,0.00026001423,0.9692379,0.014158412,0.00023081242,0.00042938598,0.000034479897],"about_ca_topic_score_codex":0.010369488,"about_ca_topic_score_gemma":0.0035433082,"teacher_disagreement_score":0.010369488,"about_ca_system_score_codex":0.0003236953,"about_ca_system_score_gemma":0.0004250876,"threshold_uncertainty_score":0.02061826},"labels":[],"label_agreement":null},{"id":"W2990081678","doi":"10.1016/j.jterra.2019.10.003","title":"A review of mobility metrics for next generation vehicle mobility models","year":2019,"lang":"en","type":"review","venue":"Journal of Terramechanics","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"Battelle","keywords":"Mobility model; Metric (unit); Traction (geology); Computer science; Transport engineering; Engineering; Telecommunications; Mechanical engineering; Operations management","score_opus":0.2102959712237052,"score_gpt":0.3533571553179135,"score_spread":0.14306118409420832,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2990081678","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0006875382,0.9861901,0.009383557,0.0007489223,0.00054816913,0.000028176617,0.00038612663,0.00005184465,0.0019755897],"genre_scores_gemma":[0.007043348,0.98183286,0.008568782,0.00023644899,0.0006191789,0.000057350517,0.0005711846,0.000022140408,0.0010487214],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991906,0.00018121958,0.000157757,0.00016217718,0.00026469966,0.000043627755],"domain_scores_gemma":[0.9971765,0.0015922042,0.00028771657,0.0001086255,0.0007837552,0.000051230178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018469538,0.0019694478,0.0019836994,0.0047789537,0.00041147138,0.0016751352,0.0020598117,0.0011926078,0.0029484285],"category_scores_gemma":[0.0055073434,0.0006094624,0.0012255937,0.0064768116,0.00055356714,0.0032136051,0.0010569476,0.0015047746,0.0010876138],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047520327,0.00010002548,0.0011132815,0.020489497,0.00022792535,0.00009146278,0.00008434871,0.013476219,0.00084649737,0.038207956,0.039297227,0.886018],"study_design_scores_gemma":[0.000018774037,0.00028357047,0.0025248742,0.015390834,0.00064401544,0.0007464023,0.00023903637,0.018940367,0.0012614058,0.04072825,0.9190731,0.0001493713],"about_ca_topic_score_codex":0.0050293417,"about_ca_topic_score_gemma":0.0044845785,"teacher_disagreement_score":0.0050293417,"about_ca_system_score_codex":0.0012435871,"about_ca_system_score_gemma":0.0021182166,"threshold_uncertainty_score":0.010000169},"labels":[],"label_agreement":null},{"id":"W2991536205","doi":"10.1177/0954407019887257","title":"Influence of tire blowout on the collision of a light pickup truck with a guardrail safety barrier","year":2019,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part D Journal of Automobile Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Collision; Truck; Pickup; Crash; Finite element method; Structural engineering; Automotive engineering; Engineering; Computer science","score_opus":0.0034237506755271045,"score_gpt":0.17478721936088737,"score_spread":0.17136346868536026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2991536205","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99590033,0.000059923354,0.0023775338,0.000022606673,0.00001341975,0.00001594071,0.00007458791,0.000044554363,0.00149103],"genre_scores_gemma":[0.99883074,0.00003243807,0.0006146144,0.000007337051,0.0000017390466,0.000006061886,0.000055193337,0.000010562381,0.00044124722],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997328,0.000041100528,0.000011495285,0.000034073342,0.00007259072,0.00010801886],"domain_scores_gemma":[0.999363,0.0003766405,0.000082322076,0.000031171294,0.00008190524,0.0000648868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003494351,0.000613383,0.0007133058,0.0006685291,0.00083740195,0.00097389723,0.0005986317,0.0013748718,0.0023387447],"category_scores_gemma":[0.0013498173,0.0003764668,0.00078853406,0.00024605778,0.000777921,0.00046162057,0.00060287246,0.00050999294,0.0002580197],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00072691176,0.0002058776,0.018468259,0.00014257134,0.0000696638,0.0018779841,0.00030272323,0.937219,0.035148993,0.00040625627,0.00020155005,0.005230157],"study_design_scores_gemma":[0.000060008213,0.0009783268,0.01669168,0.000034463894,0.000075583586,0.00032852433,0.0010734441,0.95904213,0.02078036,0.0001897198,0.0006816697,0.000064204796],"about_ca_topic_score_codex":0.011864262,"about_ca_topic_score_gemma":0.007839965,"teacher_disagreement_score":0.011864262,"about_ca_system_score_codex":0.00045964622,"about_ca_system_score_gemma":0.0007176703,"threshold_uncertainty_score":0.023590446},"labels":[],"label_agreement":null},{"id":"W3007459011","doi":"10.3390/en13040991","title":"Simulation-Based Methodology for Determining the Dynamic Strength of Tire Inflation Restraining Devices","year":2020,"lang":"en","type":"article","venue":"Energies","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Independent Electricity System Operator; Narodowe Centrum Badań i Rozwoju; Politechnika Wrocławska; Ministerstwo Edukacji i Nauki; Uniwersytet Szczeciński","keywords":"Structural engineering; Deformation (meteorology); Displacement (psychology); Shield; Engineering; Materials science; Composite material","score_opus":0.0623888916986722,"score_gpt":0.31467227250636676,"score_spread":0.2522833808076946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3007459011","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015213357,0.00014037198,0.97972655,0.000047153888,0.000029632965,0.00014238182,0.00010679772,0.0003672084,0.004226521],"genre_scores_gemma":[0.5469374,0.0006281078,0.4467333,0.000058331658,0.000040235005,0.001203708,0.00047561148,0.0002251011,0.0036981716],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960786,0.00013416882,0.000023482853,0.00004762233,0.00014126509,0.000045654386],"domain_scores_gemma":[0.9991879,0.00044917138,0.00009746184,0.00006689345,0.00016420678,0.000034349043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008377774,0.00088241126,0.00083247124,0.0010318407,0.00049308396,0.000817872,0.0013670666,0.0011384608,0.0024480764],"category_scores_gemma":[0.0017784178,0.00053335493,0.0009987106,0.0006421987,0.00062920153,0.0005674022,0.0008771924,0.00076404185,0.00035088506],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001219339,0.000019984716,0.00045714315,0.000044712895,0.000016514783,0.00003170295,0.00002646399,0.9885445,0.001658452,0.0045388704,0.000100207115,0.004549214],"study_design_scores_gemma":[0.0000029659966,0.0000093117515,0.00005851656,0.0000059955764,0.0000033950462,0.0000069511707,0.000005579327,0.9982724,0.00037164774,0.0008375475,0.0004221049,0.000003566039],"about_ca_topic_score_codex":0.0055455947,"about_ca_topic_score_gemma":0.0030666061,"teacher_disagreement_score":0.0055455947,"about_ca_system_score_codex":0.00077230344,"about_ca_system_score_gemma":0.001311779,"threshold_uncertainty_score":0.011026621},"labels":[],"label_agreement":null},{"id":"W3110269057","doi":"10.1201/9781003078678-17","title":"Design guidelines for the use of SFRS in ground support","year":2020,"lang":"en","type":"book-chapter","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer science","score_opus":0.2675449522958002,"score_gpt":0.29993823368515965,"score_spread":0.03239328138935943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110269057","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007800938,0.0050280136,0.55193347,0.0019904973,0.0008102662,0.0015270357,0.0007378254,0.0032822383,0.42688972],"genre_scores_gemma":[0.03295488,0.0065280427,0.4800355,0.00086787174,0.00011672099,0.0011784121,0.0009769021,0.0009936417,0.47634807],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99724174,0.0004633371,0.00019232638,0.00011507686,0.0019100013,0.00007742275],"domain_scores_gemma":[0.9984958,0.00038442845,0.00009775109,0.00012308462,0.00085600046,0.00004296721],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015262426,0.0012746073,0.0003941151,0.0015843621,0.0006533748,0.0013043792,0.002015203,0.001973548,0.020877587],"category_scores_gemma":[0.003043063,0.0006077627,0.00040138845,0.0010232067,0.0007900447,0.0015798212,0.0008921692,0.0012287631,0.015578644],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059542035,0.00021371074,0.00037013515,0.0015664769,0.0000082093875,0.00040109284,0.0018252803,0.019343711,0.025787693,0.122287855,0.13814151,0.68999475],"study_design_scores_gemma":[0.000014712572,0.00018161356,0.00052320946,0.0005464935,0.000007733154,0.00044402113,0.00034091537,0.004948362,0.0059929914,0.016582461,0.9703866,0.00003083939],"about_ca_topic_score_codex":0.0028287314,"about_ca_topic_score_gemma":0.008666927,"teacher_disagreement_score":0.020877587,"about_ca_system_score_codex":0.0008560646,"about_ca_system_score_gemma":0.0013627198,"threshold_uncertainty_score":0.06984252},"labels":[],"label_agreement":null},{"id":"W3116695875","doi":"10.1115/omae2020-19068","title":"Numerical Study of Large Pendulum Ice Impact Loads","year":2020,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada; Memorial University of Newfoundland","funders":"","keywords":"Pendulum; Work (physics); Impact pressure; Computer simulation; Marine engineering; Geology; Simulation; Computer science; Environmental science; Mechanics; Engineering; Mechanical engineering; Physics","score_opus":0.014622405194850538,"score_gpt":0.26942387065390627,"score_spread":0.25480146545905574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3116695875","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9740613,0.000121513214,0.0123577025,0.00028900028,0.000055106928,0.00005169121,0.00029292633,0.00013204938,0.012638704],"genre_scores_gemma":[0.9968747,0.000034605364,0.0016102185,0.000023046208,0.000005220938,0.00002310624,0.00007555155,0.000011424378,0.0013420657],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998123,0.000042304036,0.000007888085,0.000023949902,0.000050160783,0.00006337035],"domain_scores_gemma":[0.99903834,0.0006032667,0.00009690354,0.000052176074,0.00012806513,0.00008126787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003465082,0.00039749587,0.0006279994,0.0005017663,0.00063349,0.00084911176,0.00070889515,0.001443839,0.0027570166],"category_scores_gemma":[0.0018681954,0.00025231202,0.00037473935,0.00039377974,0.0010756636,0.0004763626,0.0005746925,0.00058154296,0.00018769412],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000103076956,0.00009967768,0.0022782562,0.00003632056,0.000014202978,0.00018687604,0.000057388203,0.9917156,0.0029439584,0.0009884734,0.00022232118,0.0013538903],"study_design_scores_gemma":[0.000008115018,0.0000339581,0.00071029103,0.0000026561866,0.0000024088429,0.000006855032,0.000034767203,0.99858785,0.00045763887,0.00007095601,0.000080946484,0.0000035299367],"about_ca_topic_score_codex":0.023984555,"about_ca_topic_score_gemma":0.011299341,"teacher_disagreement_score":0.023984555,"about_ca_system_score_codex":0.00091557496,"about_ca_system_score_gemma":0.0007546228,"threshold_uncertainty_score":0.047689915},"labels":[],"label_agreement":null},{"id":"W3123489802","doi":"10.4271/2021-01-0876","title":"Snowmobile Pole Crash Tests","year":2021,"lang":"en","type":"article","venue":"SAE International Journal of Advances and Current Practices in Mobility","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Government of Ontario","funders":"","keywords":"Crash; Crash test; Paragraph; Structural engineering; Engineering; Computer science; Operating system","score_opus":0.019086283097884685,"score_gpt":0.3552306781051396,"score_spread":0.3361443950072549,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3123489802","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905997,0.00011080558,0.0024296544,0.00005300406,0.000052366668,0.00014442968,0.0013373011,0.00020004364,0.0050728125],"genre_scores_gemma":[0.98407745,0.00022727964,0.002513762,0.00008309981,0.000018689123,0.000106548716,0.0036500508,0.00007772229,0.009245467],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945027,0.00003591003,0.00002932535,0.00009120027,0.00029882404,0.00009447093],"domain_scores_gemma":[0.9991511,0.00010288951,0.00004209831,0.000065930595,0.0005583983,0.00007960883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041911338,0.0007215102,0.00047486016,0.0010488523,0.0006276883,0.00034717532,0.00057726033,0.00065817655,0.0077479817],"category_scores_gemma":[0.0009410026,0.00022572928,0.00048175835,0.00044032643,0.00025492036,0.0005840289,0.0007025673,0.00043518978,0.0014777383],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0066789906,0.001907482,0.10361261,0.00077632634,0.000293958,0.004971927,0.003654426,0.021169515,0.7063651,0.0015159069,0.02255269,0.12650105],"study_design_scores_gemma":[0.0002598942,0.02507236,0.5516312,0.00016490823,0.00021496214,0.0012857888,0.0030857357,0.024759118,0.35493565,0.0012972311,0.03708253,0.00021064383],"about_ca_topic_score_codex":0.0049370085,"about_ca_topic_score_gemma":0.015462014,"teacher_disagreement_score":0.0077479817,"about_ca_system_score_codex":0.00025445997,"about_ca_system_score_gemma":0.00032271264,"threshold_uncertainty_score":0.025919557},"labels":[],"label_agreement":null},{"id":"W3127109965","doi":"10.2749/vancouver.2017.0562","title":"Hagwilget Bridge, Canada:","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Stiffening; Truss; Truss bridge; Engineering; Transport engineering; Civil engineering; Computer science; Medicine","score_opus":0.013459014893485546,"score_gpt":0.2337596906944863,"score_spread":0.22030067580100074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3127109965","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013393133,0.0039566793,0.0029506835,0.003941143,0.0006577736,0.00022140141,0.017198417,0.00094473734,0.95673615],"genre_scores_gemma":[0.01518721,0.0011054807,0.0014931868,0.00021878842,0.000019501646,0.000031593947,0.0041364455,0.00022239499,0.9775853],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991314,0.000019868476,0.000017297016,0.00011993553,0.0005423121,0.00016926354],"domain_scores_gemma":[0.9991591,0.000021602185,0.000017210155,0.000032211297,0.0006157081,0.0001542306],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003924836,0.0008656523,0.0002866933,0.0014444903,0.0059763626,0.004077342,0.0012793526,0.0014393609,0.30971515],"category_scores_gemma":[0.0006540686,0.0005344136,0.00027457767,0.002352408,0.0008302128,0.0011506375,0.0012596432,0.0010573948,0.059216067],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014496554,0.00007344275,0.006265857,0.00032351507,0.000014025138,0.000672811,0.00080006936,0.0011557764,0.004867811,0.017546788,0.6886557,0.27947927],"study_design_scores_gemma":[0.000007828516,0.00001404093,0.007725514,0.00007387265,0.000004497451,0.00010822826,0.0006411658,0.00032050585,0.00086251885,0.0003678845,0.98985755,0.000016451337],"about_ca_topic_score_codex":0.95227194,"about_ca_topic_score_gemma":0.9878506,"teacher_disagreement_score":0.30971515,"about_ca_system_score_codex":0.022249164,"about_ca_system_score_gemma":0.04187916,"threshold_uncertainty_score":0.9846076},"labels":[],"label_agreement":null},{"id":"W3141221318","doi":"","title":"LOCAL ROAD SAFETY PLANS: GUIDELINES AND BEST PRACTICES","year":2013,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Crash; Plan (archaeology); Business; Transport engineering; Environmental planning; Local government; Best practice; Engineering; Political science; Public administration; Geography; Computer science","score_opus":0.041662441745193575,"score_gpt":0.2931717916943938,"score_spread":0.2515093499492002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3141221318","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009228659,0.030768381,0.25573564,0.14845324,0.003292537,0.024612727,0.026299031,0.011905967,0.4897039],"genre_scores_gemma":[0.04634534,0.058648467,0.7637316,0.014577051,0.00035867476,0.012392791,0.029122582,0.001961245,0.0728622],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9670876,0.010598415,0.0054260776,0.0009186156,0.014271889,0.0016973553],"domain_scores_gemma":[0.93982005,0.009398504,0.0028269095,0.0027388765,0.04289337,0.002322358],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.038363583,0.0020558136,0.0012120538,0.01349104,0.0040417323,0.0070994967,0.009571985,0.005329475,0.016229428],"category_scores_gemma":[0.069631524,0.0019812249,0.0017524535,0.014237943,0.003222881,0.0055964463,0.0053725913,0.005730776,0.011755569],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002972544,0.00034428507,0.00239801,0.0022519026,0.000029975154,0.00040964322,0.0052516153,0.004361588,0.000550715,0.029612914,0.6508778,0.3038818],"study_design_scores_gemma":[0.000042634587,0.000053109263,0.0043814857,0.00963041,0.00004172022,0.0003001313,0.005452732,0.0015447146,0.0007457153,0.014296776,0.9633792,0.00013127168],"about_ca_topic_score_codex":0.3397737,"about_ca_topic_score_gemma":0.4037041,"teacher_disagreement_score":0.3397737,"about_ca_system_score_codex":0.026108112,"about_ca_system_score_gemma":0.09539316,"threshold_uncertainty_score":0.67559206},"labels":[],"label_agreement":null},{"id":"W3144125142","doi":"10.2749/christchurch.2021.0390","title":"Attachment of a crash-tested traffic barrier to a new bridge deck design in aluminium","year":2021,"lang":"en","type":"article","venue":"Report","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Crashworthiness; Crash; Bridge deck; Bridge (graph theory); Deck; Structural engineering; Engineering; Cable gland; Aluminium; Automotive engineering; Computer science; Forensic engineering; Materials science; Finite element method; Composite material; Mechanical engineering","score_opus":0.029320321918280445,"score_gpt":0.28036195891498916,"score_spread":0.25104163699670873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3144125142","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9894744,0.00005225413,0.008749936,0.000019440247,0.000045455752,0.00006774412,0.00009421121,0.00018159895,0.0013149761],"genre_scores_gemma":[0.98823243,0.000043743854,0.008224841,0.000017229002,0.0000051152065,0.000033088818,0.00014575626,0.000051519957,0.003246221],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988462,0.00020142943,0.00008373534,0.00016472144,0.00055181695,0.00015220736],"domain_scores_gemma":[0.9982672,0.00018292357,0.00025550614,0.00036544318,0.0007219405,0.00020688439],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00104681,0.00063636614,0.00041672186,0.0007576055,0.00031385754,0.00048300764,0.0013418345,0.0009478272,0.002433009],"category_scores_gemma":[0.0023393466,0.00037928566,0.00036924574,0.00026027602,0.0004948808,0.00044128383,0.0006156071,0.00052513514,0.0008438544],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009635092,0.00033084952,0.0103130415,0.0003764221,0.000037029913,0.0021483619,0.0005939606,0.0090244,0.9571383,0.00087350316,0.0007294221,0.017471114],"study_design_scores_gemma":[0.00014626695,0.014133056,0.07269838,0.0000807276,0.00015112829,0.0034396753,0.0006944649,0.02098985,0.8752594,0.00017781045,0.012141081,0.00008818363],"about_ca_topic_score_codex":0.00044443354,"about_ca_topic_score_gemma":0.0009153212,"teacher_disagreement_score":0.002433009,"about_ca_system_score_codex":0.00035891106,"about_ca_system_score_gemma":0.0003537968,"threshold_uncertainty_score":0.008139193},"labels":[],"label_agreement":null},{"id":"W3145023195","doi":"","title":"CRASH PERFORMANCE OF ENERGY-ABSORBING GUIDE RAIL TERMINALS","year":2012,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Crash; Collision; Offset (computer science); Intrusion; Quarter (Canadian coin); Engineering; Computer science; Forensic engineering; Transport engineering; Computer security; Geology; Geography","score_opus":0.009027733517718984,"score_gpt":0.21541358978823394,"score_spread":0.20638585627051495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3145023195","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99921834,0.000034559664,0.00014207631,0.0000060162197,0.0000012157856,0.000007751739,0.000080867,0.000005536173,0.0005035804],"genre_scores_gemma":[0.9990664,0.0000492235,0.0001264688,0.000003635671,5.9671925e-7,0.00000242382,0.00015114162,0.0000037874502,0.00059631374],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991062,0.00012647384,0.00006863986,0.00012385327,0.0004420336,0.00013283525],"domain_scores_gemma":[0.99868244,0.00019884252,0.00032947824,0.00006425805,0.00064089283,0.00008402132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073982246,0.0002748519,0.00024601415,0.0008014112,0.0005540562,0.00065919076,0.0006687715,0.00037617428,0.0023798076],"category_scores_gemma":[0.0021326717,0.00029012738,0.00030198973,0.0007211304,0.00036796732,0.00048334774,0.0004009494,0.00023432878,0.0006642159],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011381923,0.00018535234,0.9623128,0.00008553135,0.000101154066,0.0011701675,0.0012627413,0.0039286553,0.01160873,0.00011749778,0.0003660043,0.017723177],"study_design_scores_gemma":[0.00001821727,0.003545447,0.9795197,0.00002502802,0.000065051485,0.0013520624,0.0031133816,0.003064885,0.0077635194,0.000052880234,0.0014484654,0.00003132841],"about_ca_topic_score_codex":0.038729697,"about_ca_topic_score_gemma":0.08290084,"teacher_disagreement_score":0.038729697,"about_ca_system_score_codex":0.0011891813,"about_ca_system_score_gemma":0.0005789751,"threshold_uncertainty_score":0.077008545},"labels":[],"label_agreement":null},{"id":"W31518252","doi":"10.2196/10476","title":"Diseño del sistema mecánico de un equipo de ensayo para city crash","year":2009,"lang":"en","type":"dissertation","venue":"JMIR Aging","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Humanities; Cartography; Geography; Political science; Art","score_opus":0.012680476348312986,"score_gpt":0.2769106767869331,"score_spread":0.2642302004386201,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W31518252","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96505797,0.0011408412,0.0038716474,0.008203207,0.00040934514,0.00033151326,0.00045478914,0.00014537554,0.020385262],"genre_scores_gemma":[0.9869223,0.0016683959,0.0022060613,0.000946071,0.00008577374,0.00021394198,0.0003438218,0.000041544055,0.007572135],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979232,0.00087785866,0.00017049126,0.00016739436,0.00043672073,0.00042437116],"domain_scores_gemma":[0.99085826,0.0026450679,0.0013141737,0.00041768633,0.0034208428,0.0013439247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003025363,0.000540131,0.00044321403,0.0014420905,0.0035269929,0.0024140186,0.0011204323,0.0014050558,0.014039687],"category_scores_gemma":[0.02633242,0.00032137067,0.00058098004,0.0007317767,0.0006939744,0.0025106943,0.0020395322,0.0016694305,0.0019990182],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005959103,0.0018122083,0.69557095,0.0004959081,0.00008193256,0.0036782732,0.049583744,0.0009105645,0.0010582148,0.002173265,0.026538614,0.21750033],"study_design_scores_gemma":[0.000116907584,0.0018993366,0.6684015,0.0013751801,0.00020259975,0.003319065,0.25303474,0.0035986197,0.0014588699,0.0028959739,0.06352689,0.00017033947],"about_ca_topic_score_codex":0.042691495,"about_ca_topic_score_gemma":0.06448459,"teacher_disagreement_score":0.042691495,"about_ca_system_score_codex":0.0022889748,"about_ca_system_score_gemma":0.0051750685,"threshold_uncertainty_score":0.084886014},"labels":[],"label_agreement":null},{"id":"W3158001795","doi":"10.82308/38964","title":"Cold spray onto carbon fibre reinforced polymer for lightning strike protection","year":2017,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"McGill University","keywords":"Lightning strike; Lightning (connector); Composite material; Forensic engineering; Carbon fibers; Materials science; Geology; Engineering; Composite number; Thunderstorm; Oceanography","score_opus":0.018698274534520703,"score_gpt":0.22343100393688486,"score_spread":0.20473272940236417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3158001795","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98582274,0.002151493,0.008726336,0.000046552086,0.00006626811,0.00006088868,0.00009706869,0.00015773017,0.0028708903],"genre_scores_gemma":[0.9880862,0.0010879925,0.0075396895,0.0000339908,0.000010011696,0.000024061814,0.00006273856,0.000037987233,0.0031173408],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998957,0.0000070112824,0.0000038083235,0.000027138936,0.00004325464,0.000023086855],"domain_scores_gemma":[0.99990094,0.000016214975,0.000033643195,0.000011081257,0.000024837189,0.0000133132435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009110405,0.00030216627,0.0001800783,0.00023876356,0.00012942358,0.00016095338,0.00014816389,0.0003001653,0.0011517545],"category_scores_gemma":[0.00012702716,0.00017197758,0.00026144544,0.00013312987,0.00013962887,0.00020444569,0.00017032427,0.00037423082,0.00034474325],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010654485,0.0000041052967,0.000032442927,0.00003798146,0.0000015986171,0.000032683572,0.000007695032,0.00005474387,0.9983878,0.000017073737,0.000017049313,0.0013961943],"study_design_scores_gemma":[0.0000034308148,0.00020716,0.000974985,0.000006549239,0.000005927034,0.00009876827,0.000010784717,0.00051293545,0.99723,0.000010544238,0.0009359244,0.0000030173005],"about_ca_topic_score_codex":0.00032578537,"about_ca_topic_score_gemma":0.0006548857,"teacher_disagreement_score":0.0011517545,"about_ca_system_score_codex":0.00014517088,"about_ca_system_score_gemma":0.00011397546,"threshold_uncertainty_score":0.0038529634},"labels":[],"label_agreement":null},{"id":"W3158846501","doi":"10.1061/(asce)st.1943-541x.0003049","title":"Anchorage Design Solution for Attaching an Approved Traffic Barrier to Multivoid Aluminum Bridge Decks","year":2021,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada); Université Laval","funders":"","keywords":"Bridge (graph theory); Crash; Bridge deck; Crash test; Structural engineering; Engineering; Deck; Computer science","score_opus":0.020975654360547418,"score_gpt":0.25840867206201634,"score_spread":0.23743301770146893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3158846501","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5142792,0.00049337774,0.4771238,0.00007824339,0.0001446432,0.00018852351,0.00018626229,0.0008244025,0.0066816458],"genre_scores_gemma":[0.9336273,0.00015087223,0.061611522,0.00001616615,0.000012293094,0.00007797771,0.00013648836,0.000030664916,0.004336673],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993537,0.00007431715,0.00006609898,0.00010728801,0.00033496393,0.000063621716],"domain_scores_gemma":[0.9994912,0.000030532097,0.00011346484,0.0000645866,0.00027112686,0.000029077584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043661005,0.00059178786,0.0003377,0.00070047076,0.00022624662,0.00038349937,0.0012488491,0.0006390763,0.0019403665],"category_scores_gemma":[0.0007805753,0.00025681366,0.00033002213,0.00018637623,0.00019876157,0.00036981204,0.0005452862,0.00026496768,0.000749495],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039613736,0.00012165364,0.0061749425,0.00052277115,0.00004956132,0.0006941992,0.00029503324,0.056508683,0.82648116,0.0032064873,0.001347616,0.10420168],"study_design_scores_gemma":[0.00014264038,0.006775905,0.028349591,0.00013994084,0.00034232106,0.0024241924,0.00060447317,0.30616346,0.60216177,0.0014098777,0.05135875,0.00012707537],"about_ca_topic_score_codex":0.000528496,"about_ca_topic_score_gemma":0.0007083322,"teacher_disagreement_score":0.0019403665,"about_ca_system_score_codex":0.00023248924,"about_ca_system_score_gemma":0.0003350999,"threshold_uncertainty_score":0.0064911842},"labels":[],"label_agreement":null},{"id":"W3165244168","doi":"10.1061/(asce)cr.1943-5495.0000258","title":"Conceptualizing How Agencies Could Leverage Weather-Related Connected Vehicle Application to Enhance Winter Road Services","year":2021,"lang":"en","type":"article","venue":"Journal of Cold Regions Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Transport engineering; Leverage (statistics); TRIPS architecture; Work (physics); Context (archaeology); Business; Visibility; Service (business); Computer science; Engineering; Geography; Meteorology; Marketing","score_opus":0.0067153468990339355,"score_gpt":0.2226661139642047,"score_spread":0.21595076706517075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3165244168","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43462443,0.0016546365,0.094434425,0.059959967,0.00025907785,0.00097381364,0.00023911966,0.0005694576,0.4072851],"genre_scores_gemma":[0.97299397,0.0008655814,0.019277848,0.0007954749,0.000027397922,0.00015647913,0.000055393426,0.000026195865,0.0058017336],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9963283,0.0020876743,0.00014055893,0.00023798816,0.00045215874,0.00075335393],"domain_scores_gemma":[0.9967914,0.00085119484,0.00032697865,0.00020160369,0.00094855553,0.000880128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0043068696,0.00048519607,0.00014221513,0.0013995962,0.002033214,0.007966226,0.0014173737,0.002293408,0.004064069],"category_scores_gemma":[0.0054283207,0.00033600716,0.0005087754,0.0010650159,0.004062682,0.00770137,0.003421325,0.0019902808,0.0007024663],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012990495,0.001167455,0.057154503,0.0009391345,0.000077450044,0.0017105162,0.13162196,0.0070357784,0.0066526625,0.6306958,0.024854094,0.13796075],"study_design_scores_gemma":[0.00007699393,0.0009097535,0.030016521,0.0015489906,0.00015749403,0.0011120636,0.3585048,0.028960966,0.0030318003,0.08600715,0.48951438,0.00015904082],"about_ca_topic_score_codex":0.01590792,"about_ca_topic_score_gemma":0.016444813,"teacher_disagreement_score":0.01590792,"about_ca_system_score_codex":0.004505986,"about_ca_system_score_gemma":0.0060835937,"threshold_uncertainty_score":0.032693386},"labels":[],"label_agreement":null},{"id":"W3216962985","doi":"","title":"Presentation of Kelp Road at Sonologues, Vancouver","year":2017,"lang":"en","type":"article","venue":"University of Birmingham Research Portal (University of Birmingham)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Presentation (obstetrics); Kelp; Geography; Geology; Ecology; Medicine; Biology","score_opus":0.0375269566849273,"score_gpt":0.2673384672840556,"score_spread":0.22981151059912827,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3216962985","genre_codex":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.017641626,0.017324273,0.0014329789,0.09288309,0.45476484,0.0004590443,0.0018665538,0.0003761077,0.4132515],"genre_scores_gemma":[0.016540922,0.0030345335,0.00018389392,0.0017240203,0.011903878,0.000023491282,0.000237929,0.000053785054,0.96629745],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99944323,0.000043935772,0.000016550373,0.00008930152,0.00028083185,0.0001261037],"domain_scores_gemma":[0.9989415,0.000073299365,0.000011822948,0.00002007298,0.0006182326,0.00033509856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007434524,0.000758721,0.0004604123,0.0008183448,0.0032015075,0.0026856982,0.00074784266,0.0024348465,0.1764602],"category_scores_gemma":[0.001522723,0.00023304872,0.00047684484,0.0003858226,0.00037462538,0.0005278378,0.0012604701,0.0022096185,0.028559677],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016613213,0.000030025078,0.00048588097,0.00009362417,0.000009542217,0.0007200684,0.00018120879,0.00011837225,0.00084714213,0.00055817113,0.97015464,0.026635213],"study_design_scores_gemma":[0.000013923586,0.00004915023,0.0012631351,0.00007441386,0.000006957516,0.00022977349,0.0007201356,0.00008165174,0.00027890707,0.00022986949,0.99704474,0.0000073902916],"about_ca_topic_score_codex":0.027623983,"about_ca_topic_score_gemma":0.13013877,"teacher_disagreement_score":0.1764602,"about_ca_system_score_codex":0.0018713698,"about_ca_system_score_gemma":0.0022602752,"threshold_uncertainty_score":0.5903182},"labels":[],"label_agreement":null},{"id":"W35985803","doi":"10.1136/ebnurs-2022-103606","title":"Development of Simplified Approach for Assessing Level of Safety of Highway Network Associated with Pavement Friction","year":2009,"lang":"en","type":"article","venue":"Transportation Research Board 88th Annual MeetingTransportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Transport engineering; Christian ministry; Road surface; Collision; Liberian dollar; Truck; Service (business); Engineering; Business; Civil engineering; Finance; Computer science; Automotive engineering; Computer security","score_opus":0.11247185331332081,"score_gpt":0.3586674823374595,"score_spread":0.24619562902413866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W35985803","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032499917,0.00034475254,0.9592114,0.00013687543,0.000037718648,0.000314756,0.00077205925,0.00041086113,0.006271567],"genre_scores_gemma":[0.54606414,0.0011225208,0.44391003,0.00007803134,0.00006547533,0.0006679013,0.0018552478,0.00008263749,0.006154013],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.997505,0.0005391534,0.00016634476,0.00045047957,0.0011109908,0.00022803734],"domain_scores_gemma":[0.99871635,0.00031121116,0.00019917132,0.00008889384,0.0006227723,0.000061641884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001200113,0.0013690183,0.0011446942,0.0048200227,0.00069823436,0.0021525207,0.0019963745,0.0009802338,0.0029278523],"category_scores_gemma":[0.003847941,0.0006262793,0.0018269105,0.0018067257,0.0006471839,0.0016014345,0.002181619,0.00075821177,0.00059932907],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012127539,0.00018666284,0.033530995,0.0003892204,0.00021495808,0.00081109244,0.00051398197,0.776287,0.01088636,0.030118957,0.0029473014,0.14399216],"study_design_scores_gemma":[0.000007749521,0.00011881362,0.008597118,0.00004312322,0.00007441671,0.0002478018,0.00024379973,0.9763292,0.0015780136,0.009120371,0.0035870208,0.00005254528],"about_ca_topic_score_codex":0.043120094,"about_ca_topic_score_gemma":0.028659709,"teacher_disagreement_score":0.043120094,"about_ca_system_score_codex":0.0023474344,"about_ca_system_score_gemma":0.0024873824,"threshold_uncertainty_score":0.08573818},"labels":[],"label_agreement":null},{"id":"W4200294482","doi":"10.1061/(asce)be.1943-5592.0001826","title":"Structural Behavior of Novel Precast TL-5 Bridge Barriers Using Ultrahigh-Performance Fiber-Reinforced Concretes","year":2021,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Precast concrete; Structural engineering; Materials science; Slab; Failure mode and effects analysis; Connection (principal bundle); Composite material; Engineering","score_opus":0.019115175176804045,"score_gpt":0.2329594622268347,"score_spread":0.21384428705003064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200294482","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984212,0.00002055989,0.001113936,0.00000490114,0.0000021791614,0.0000075968715,0.000027851984,0.000020065547,0.0003818412],"genre_scores_gemma":[0.99807227,0.000021016032,0.0012134518,0.000002800078,3.9205642e-7,0.000007451892,0.000054778102,0.000005768699,0.0006221603],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997949,0.0000146649,0.000008985666,0.000036164816,0.00010650201,0.0000387882],"domain_scores_gemma":[0.99978,0.000021370017,0.00007047087,0.000026407683,0.000055497625,0.00004621786],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002168209,0.000365018,0.00023488801,0.0004154223,0.00023044959,0.00024246852,0.00065299356,0.0005057182,0.0012766905],"category_scores_gemma":[0.00030425077,0.0002290568,0.00029800844,0.0002046409,0.00040996724,0.000320138,0.00041879033,0.00023096454,0.00025991074],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025875965,0.00009378932,0.0048748436,0.00008326876,0.000014012782,0.0003539589,0.00014527165,0.019167136,0.97145826,0.00026491415,0.00006683065,0.003218976],"study_design_scores_gemma":[0.00008134098,0.0035504808,0.09035885,0.00006007233,0.00007789039,0.00050595845,0.0006439666,0.111713655,0.79004884,0.0002512566,0.0026467745,0.000060939936],"about_ca_topic_score_codex":0.0020122055,"about_ca_topic_score_gemma":0.006292111,"teacher_disagreement_score":0.0020122055,"about_ca_system_score_codex":0.00030673193,"about_ca_system_score_gemma":0.00038285996,"threshold_uncertainty_score":0.004270971},"labels":[],"label_agreement":null},{"id":"W4206935897","doi":"10.32920/16860391","title":"Experimental Study On The Strength Of TL-5 Concrete Bridge Barrier Reinforced With Stainless Steel Bars","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Structural engineering; Slab; Cantilever; Materials science; Flexural strength; Transverse plane; Yield (engineering); Composite material; Geotechnical engineering; Engineering","score_opus":0.01886273396346021,"score_gpt":0.2492363536478882,"score_spread":0.230373619684428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206935897","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994149,0.000015807202,0.00031452524,0.0000029638688,0.0000021052003,0.000006757707,0.00003079023,0.0000051898,0.00020694081],"genre_scores_gemma":[0.998828,0.000021054822,0.00052592077,0.0000041065036,0.000001563882,0.000006924113,0.000066029,0.0000030309043,0.00054340967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994783,0.000065887056,0.000042092255,0.00009918221,0.00021225403,0.000102428916],"domain_scores_gemma":[0.99902916,0.00023992991,0.00016576864,0.00012090165,0.000321544,0.00012266816],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054086925,0.00047784296,0.0002128084,0.00033916126,0.0002619567,0.000134168,0.00050678325,0.00056853116,0.0030531904],"category_scores_gemma":[0.0007816331,0.00023192778,0.0003386708,0.00013944713,0.0004338682,0.00030984418,0.00035841667,0.0003459075,0.00045470218],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005753189,0.00044876846,0.004477184,0.000060745417,0.000013166392,0.00012546426,0.00017471929,0.0017203267,0.989799,0.000059705915,0.000043189506,0.0025024018],"study_design_scores_gemma":[0.000047918544,0.01700404,0.044653784,0.000019819689,0.000043387223,0.00015868524,0.00047262482,0.0053082188,0.93163663,0.000045743513,0.00058651844,0.000022580569],"about_ca_topic_score_codex":0.000833648,"about_ca_topic_score_gemma":0.0018841273,"teacher_disagreement_score":0.0030531904,"about_ca_system_score_codex":0.0001678578,"about_ca_system_score_gemma":0.00017401755,"threshold_uncertainty_score":0.0102139115},"labels":[],"label_agreement":null},{"id":"W4206989593","doi":"10.32920/16860391.v1","title":"Experimental Study On The Strength Of TL-5 Concrete Bridge Barrier Reinforced With Stainless Steel Bars","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Structural engineering; Slab; Materials science; Cantilever; Flexural strength; Transverse plane; Composite material; Yield (engineering); Engineering","score_opus":0.01886273396346021,"score_gpt":0.2492363536478882,"score_spread":0.230373619684428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206989593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994149,0.000015807202,0.00031452524,0.0000029638688,0.0000021052003,0.000006757707,0.00003079023,0.0000051898,0.00020694081],"genre_scores_gemma":[0.998828,0.000021054822,0.00052592077,0.0000041065036,0.000001563882,0.000006924113,0.000066029,0.0000030309043,0.00054340967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994783,0.000065887056,0.000042092255,0.00009918221,0.00021225403,0.000102428916],"domain_scores_gemma":[0.99902916,0.00023992991,0.00016576864,0.00012090165,0.000321544,0.00012266816],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054086925,0.00047784296,0.0002128084,0.00033916126,0.0002619567,0.000134168,0.00050678325,0.00056853116,0.0030531904],"category_scores_gemma":[0.0007816331,0.00023192778,0.0003386708,0.00013944713,0.0004338682,0.00030984418,0.00035841667,0.0003459075,0.00045470218],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005753189,0.00044876846,0.004477184,0.000060745417,0.000013166392,0.00012546426,0.00017471929,0.0017203267,0.989799,0.000059705915,0.000043189506,0.0025024018],"study_design_scores_gemma":[0.000047918544,0.01700404,0.044653784,0.000019819689,0.000043387223,0.00015868524,0.00047262482,0.0053082188,0.93163663,0.000045743513,0.00058651844,0.000022580569],"about_ca_topic_score_codex":0.000833648,"about_ca_topic_score_gemma":0.0018841273,"teacher_disagreement_score":0.0030531904,"about_ca_system_score_codex":0.0001678578,"about_ca_system_score_gemma":0.00017401755,"threshold_uncertainty_score":0.0102139115},"labels":[],"label_agreement":null},{"id":"W4221120557","doi":"10.4271/2022-01-0824","title":"A Study of the Performance of Automatic Emergency Braking Systems When Presented with Pedestrian Targets","year":2022,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Impact","funders":"","keywords":"Pedestrian; Computer science; Transport engineering; Automotive engineering; Aeronautics; Engineering","score_opus":0.011122608484055576,"score_gpt":0.226271456802179,"score_spread":0.21514884831812342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221120557","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99867755,0.00007042627,0.0006175517,0.000004624196,0.000007457678,0.000016484095,0.0000744624,0.000021419457,0.00050995604],"genre_scores_gemma":[0.99870324,0.0000654109,0.00041651458,0.0000047501585,0.0000042510155,0.00000978427,0.00019641478,0.000007606457,0.0005920148],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9992749,0.0001693875,0.00006862238,0.00011692224,0.0002564181,0.000113703165],"domain_scores_gemma":[0.9967512,0.0014562869,0.00025647273,0.00016649193,0.0012501599,0.00011948414],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006802204,0.0004962504,0.00049546105,0.00094649615,0.0002587309,0.00037512858,0.00038974205,0.00039965136,0.001807215],"category_scores_gemma":[0.0038819865,0.00018856628,0.00029837375,0.00047821703,0.00022017599,0.0005177613,0.00036988888,0.00017775345,0.0008936721],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.012822485,0.0027694993,0.3124159,0.001297985,0.0005139629,0.0013949205,0.0024216045,0.035739504,0.31481346,0.00029892914,0.0018944315,0.3136173],"study_design_scores_gemma":[0.00012916932,0.058564406,0.6629187,0.000105955405,0.00045708197,0.0028965576,0.0042220834,0.08492008,0.18222648,0.00019428112,0.0031804543,0.00018477629],"about_ca_topic_score_codex":0.002631714,"about_ca_topic_score_gemma":0.0021483246,"teacher_disagreement_score":0.002631714,"about_ca_system_score_codex":0.00025287896,"about_ca_system_score_gemma":0.0002098765,"threshold_uncertainty_score":0.0060457587},"labels":[],"label_agreement":null},{"id":"W4230593715","doi":"10.32920/ryerson.14656419","title":"Crashworthiness of Traffic Light Steel Poles in Vehicle Collisions","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Transport Canada","keywords":"Crashworthiness; Automotive engineering; Finite element method; Collision; Engineering; Process (computing); Doors; Side impact; Bridge (graph theory); Structural engineering; Computer science","score_opus":0.010266072182725256,"score_gpt":0.22844023779598235,"score_spread":0.2181741656132571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4230593715","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998898,0.000027171132,0.0008000863,0.0000021450526,0.0000010722814,0.0000025236793,0.000022834545,0.0000112714415,0.00023483022],"genre_scores_gemma":[0.99973553,0.000010045065,0.000058798036,5.6227816e-7,4.206352e-7,8.6846654e-7,0.000028177295,0.0000018760669,0.00016367092],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99988246,0.000015938647,0.000004685413,0.000022699578,0.000040459854,0.0000338579],"domain_scores_gemma":[0.999607,0.00011445934,0.000095248804,0.00004154712,0.00009748227,0.00004436219],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000180667,0.0002684406,0.00020518406,0.0006763319,0.00017563083,0.0002749046,0.00025540986,0.00029378987,0.001573241],"category_scores_gemma":[0.0010804309,0.00011318656,0.000144836,0.0002247262,0.0002865545,0.00017829917,0.00032822858,0.00010194518,0.00030597896],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.009052549,0.0004676344,0.29003167,0.00030533943,0.00013358118,0.0027810156,0.0013110423,0.19649346,0.4212409,0.0011391115,0.00067439355,0.07636936],"study_design_scores_gemma":[0.000063746484,0.0044932854,0.5852497,0.000029958921,0.00010181453,0.0015606283,0.0011921552,0.29336882,0.11124561,0.0012609069,0.0013752476,0.00005811777],"about_ca_topic_score_codex":0.001963195,"about_ca_topic_score_gemma":0.001525278,"teacher_disagreement_score":0.001963195,"about_ca_system_score_codex":0.00017495456,"about_ca_system_score_gemma":0.00010153394,"threshold_uncertainty_score":0.005262971},"labels":[],"label_agreement":null},{"id":"W4232150905","doi":"10.21428/cb6ab371.2642b719","title":"An evaluation of CCTV at the Scott Road Skytrain Station","year":2010,"lang":"en","type":"preprint","venue":"CrimRxiv","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Surrey Memorial Hospital; Simon Fraser University","funders":"","keywords":"Transport engineering; Aeronautics; Computer science; Engineering","score_opus":0.043280169106700364,"score_gpt":0.31405546418816904,"score_spread":0.2707752950814687,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4232150905","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98627704,0.00008488999,0.0014237843,0.00015603656,0.00005864186,0.00022780221,0.0005407661,0.0002966865,0.010934355],"genre_scores_gemma":[0.9952951,0.000048269332,0.00078044937,0.000043559285,0.000011685034,0.000033566368,0.00041846393,0.000046535715,0.003322418],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9976666,0.00053940224,0.000053716383,0.00019567367,0.0011520337,0.00039251146],"domain_scores_gemma":[0.99553156,0.0010603063,0.00014316251,0.00036002,0.0024419893,0.00046297477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015497059,0.00041413784,0.00042292397,0.00060655014,0.0021258309,0.0013540792,0.001120768,0.0014839161,0.006760783],"category_scores_gemma":[0.0041877087,0.00029743594,0.00032762426,0.0008439694,0.0005594683,0.0009797291,0.0006090956,0.00076377764,0.0009959978],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.045916855,0.0087874215,0.143359,0.0017117098,0.00046427918,0.005279267,0.011926168,0.093425624,0.4051913,0.0030370946,0.022657627,0.2582437],"study_design_scores_gemma":[0.0040619657,0.05900253,0.5075894,0.00020345129,0.00089573395,0.0013494863,0.019060807,0.121483654,0.22876562,0.0006878895,0.056566097,0.00033338286],"about_ca_topic_score_codex":0.10787891,"about_ca_topic_score_gemma":0.10949113,"teacher_disagreement_score":0.10787891,"about_ca_system_score_codex":0.0029813305,"about_ca_system_score_gemma":0.002572337,"threshold_uncertainty_score":0.21450198},"labels":[],"label_agreement":null},{"id":"W4233766608","doi":"10.32920/ryerson.14657643","title":"Development Of Precast Barrier Wall System For Bridge Decks","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Precast concrete; Structural engineering; Engineering; Deck; Bridge (graph theory)","score_opus":0.026411716631827748,"score_gpt":0.2436224707961335,"score_spread":0.21721075416430574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233766608","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9372749,0.00037616692,0.055967722,0.00007150116,0.00010688844,0.00028497414,0.00019143464,0.0007255947,0.005000913],"genre_scores_gemma":[0.93348116,0.00030325045,0.059290953,0.00003060788,0.000013342752,0.00013608582,0.00033249028,0.000054707216,0.0063574486],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995912,0.000033395238,0.000024284223,0.00007053427,0.0002296941,0.000050828305],"domain_scores_gemma":[0.99968827,0.000025430767,0.000040730793,0.00005033679,0.00015149945,0.000043768785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003608151,0.00045642094,0.00028010868,0.0007251616,0.00040889997,0.00048020887,0.00086528325,0.0005170331,0.002409651],"category_scores_gemma":[0.00058703974,0.00028522327,0.000302743,0.0003105131,0.00021918525,0.0005385656,0.0005371686,0.0004152897,0.00077464175],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001465333,0.00011091874,0.004499863,0.00035294492,0.000018353232,0.000561429,0.00031357235,0.0050192107,0.9357754,0.0015770259,0.0007582697,0.050866365],"study_design_scores_gemma":[0.00005101554,0.003301132,0.02530151,0.00009941867,0.00006999641,0.0011188809,0.00037701582,0.02330202,0.9237538,0.00030322414,0.022261841,0.00006007724],"about_ca_topic_score_codex":0.000578442,"about_ca_topic_score_gemma":0.0015684039,"teacher_disagreement_score":0.002409651,"about_ca_system_score_codex":0.00024487867,"about_ca_system_score_gemma":0.000589459,"threshold_uncertainty_score":0.008061051},"labels":[],"label_agreement":null},{"id":"W4237332175","doi":"10.1515/9783034611480.76","title":"Bridge Studio Fogo Island, Newfoundland, Canada","year":2012,"lang":"en","type":"book-chapter","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Studio; Bridge (graph theory); Geography; History; Forensic engineering; Engineering; Medicine; Telecommunications; Internal medicine","score_opus":0.013743891292069347,"score_gpt":0.19399254218273024,"score_spread":0.1802486508906609,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237332175","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0009571347,0.004752656,0.0014119152,0.00090373337,0.0006643233,0.000032541317,0.0010973059,0.00021742917,0.9899631],"genre_scores_gemma":[0.0011584129,0.0013814536,0.00047217784,0.000046554836,0.000014638864,0.0000054226703,0.00022610012,0.00008124489,0.99661416],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997601,0.000008009776,0.0000042451734,0.00004502396,0.00013283071,0.000049735896],"domain_scores_gemma":[0.9997242,0.000024994933,0.0000058198407,0.000015290556,0.00017592349,0.00005376294],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00022912868,0.0010519976,0.0005341582,0.0022340668,0.0052510845,0.004303172,0.0011090956,0.00094861817,0.32551578],"category_scores_gemma":[0.00048844086,0.0005150774,0.00037300005,0.0035948784,0.0007271292,0.0017132628,0.0009617191,0.0016222765,0.066226244],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023002234,0.000026481674,0.0002571922,0.00010844311,0.000003274108,0.00010273712,0.00044877917,0.0003550794,0.00067947904,0.015967181,0.8203958,0.1616325],"study_design_scores_gemma":[0.0000012246314,0.000003063493,0.00064601406,0.000074448784,0.0000026161697,0.000039146467,0.00025659672,0.00008719589,0.00013407825,0.0005440671,0.99820745,0.000004172008],"about_ca_topic_score_codex":0.75350755,"about_ca_topic_score_gemma":0.97118676,"teacher_disagreement_score":0.32551578,"about_ca_system_score_codex":0.010917445,"about_ca_system_score_gemma":0.01516073,"threshold_uncertainty_score":0.96206987},"labels":[],"label_agreement":null},{"id":"W423927094","doi":"","title":"INVESTIGACION DEL EFECTO VIAL DE LOS EJES VIRABLES EN VEHICULOS ARTICULADOS: REVISION DE LA LITERATURA","year":2004,"lang":"es","type":"article","venue":"PUBLICACION TECNICA","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Humanities; Geography; Cartography; Political science; Art","score_opus":0.004630644725043016,"score_gpt":0.2501863184405489,"score_spread":0.24555567371550588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W423927094","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15631022,0.7642657,0.03314485,0.0061985264,0.0022790409,0.0003632436,0.0029775992,0.0002798213,0.034181017],"genre_scores_gemma":[0.35124606,0.6065262,0.023430962,0.0021424992,0.0009343475,0.00048380118,0.0021425788,0.000240699,0.01285288],"study_design_codex":"design_other","study_design_gemma":"systematic_review","domain_scores_codex":[0.9907232,0.002588581,0.0011516396,0.0016730415,0.00347084,0.00039274653],"domain_scores_gemma":[0.9703381,0.016655989,0.002892899,0.0010993329,0.008783532,0.00023010749],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009753107,0.0014696016,0.0020264601,0.008711541,0.0012748962,0.008754181,0.002728463,0.0027023144,0.0051197247],"category_scores_gemma":[0.024743862,0.00094483595,0.0022860994,0.00926789,0.0028191912,0.0052899835,0.0022851883,0.0018402166,0.0012663214],"study_design_candidate":"systematic_review","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006421913,0.00027845646,0.0641439,0.041914765,0.0013849364,0.0013374139,0.011677682,0.004667559,0.006336153,0.0148964375,0.010378206,0.8423422],"study_design_scores_gemma":[0.000051342642,0.0016592522,0.12004088,0.07958436,0.005647602,0.004354334,0.057226814,0.007824355,0.031303763,0.015331802,0.67623615,0.0007393682],"about_ca_topic_score_codex":0.029618723,"about_ca_topic_score_gemma":0.02952078,"teacher_disagreement_score":0.029618723,"about_ca_system_score_codex":0.003440642,"about_ca_system_score_gemma":0.006711059,"threshold_uncertainty_score":0.058892608},"labels":[],"label_agreement":null},{"id":"W4245900729","doi":"10.32920/ryerson.14656419.v1","title":"Crashworthiness of Traffic Light Steel Poles in Vehicle Collisions","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Transport Canada","keywords":"Crashworthiness; Automotive engineering; Engineering; Finite element method; Doors; Collision; Side impact; Process (computing); Bridge (graph theory); Structural engineering; Computer science","score_opus":0.010266072182725256,"score_gpt":0.22844023779598235,"score_spread":0.2181741656132571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4245900729","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998898,0.000027171132,0.0008000863,0.0000021450526,0.0000010722814,0.0000025236793,0.000022834545,0.0000112714415,0.00023483022],"genre_scores_gemma":[0.99973553,0.000010045065,0.000058798036,5.6227816e-7,4.206352e-7,8.6846654e-7,0.000028177295,0.0000018760669,0.00016367092],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988246,0.000015938647,0.000004685413,0.000022699578,0.000040459854,0.0000338579],"domain_scores_gemma":[0.999607,0.00011445934,0.000095248804,0.00004154712,0.00009748227,0.00004436219],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000180667,0.0002684406,0.00020518406,0.0006763319,0.00017563083,0.0002749046,0.00025540986,0.00029378987,0.001573241],"category_scores_gemma":[0.0010804309,0.00011318656,0.000144836,0.0002247262,0.0002865545,0.00017829917,0.00032822858,0.00010194518,0.00030597896],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.009052549,0.0004676344,0.29003167,0.00030533943,0.00013358118,0.0027810156,0.0013110423,0.19649346,0.4212409,0.0011391115,0.00067439355,0.07636936],"study_design_scores_gemma":[0.000063746484,0.0044932854,0.5852497,0.000029958921,0.00010181453,0.0015606283,0.0011921552,0.29336882,0.11124561,0.0012609069,0.0013752476,0.00005811777],"about_ca_topic_score_codex":0.001963195,"about_ca_topic_score_gemma":0.001525278,"teacher_disagreement_score":0.001963195,"about_ca_system_score_codex":0.00017495456,"about_ca_system_score_gemma":0.00010153394,"threshold_uncertainty_score":0.005262971},"labels":[],"label_agreement":null},{"id":"W4250845035","doi":"10.1063/1.4797297","title":"Safer vehicles by redesign","year":2006,"lang":"en","type":"article","venue":"Physics Today","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Truck; SAFER; Vehicle safety; Aeronautics; Transport engineering; Engineering; Computer science; Computer security; Automotive engineering","score_opus":0.006097822050945563,"score_gpt":0.19024758265194996,"score_spread":0.1841497606010044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4250845035","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00061840564,0.0056716874,0.0020788235,0.94974214,0.027769342,0.000018237948,0.00005999895,0.00016634808,0.013875059],"genre_scores_gemma":[0.031316508,0.013406452,0.0057142326,0.8447659,0.026797926,0.00011235322,0.00014664611,0.00021052895,0.07752942],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9972287,0.00085793296,0.00018765668,0.0003807065,0.0011038939,0.00024101362],"domain_scores_gemma":[0.9917902,0.0029956535,0.00059291685,0.0009902668,0.0029229342,0.00070809637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0035484417,0.0008723526,0.00037140615,0.00075779686,0.0022259653,0.003989096,0.0017448356,0.013952568,0.015123966],"category_scores_gemma":[0.016644945,0.00030762103,0.000797317,0.00045793314,0.004539283,0.007775223,0.0020562802,0.010419311,0.009376485],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017414182,0.000023078801,0.00022897226,0.000080429345,0.000007174197,0.000043623837,0.0002208122,0.00014152574,0.00007569919,0.039465185,0.92526144,0.03443468],"study_design_scores_gemma":[0.0000081728895,0.00002267988,0.00019967766,0.00008236665,0.0000056362423,0.00010151107,0.00033827728,0.00014839915,0.00014937163,0.017131014,0.9817993,0.000013675845],"about_ca_topic_score_codex":0.0032773037,"about_ca_topic_score_gemma":0.0056105233,"teacher_disagreement_score":0.015123966,"about_ca_system_score_codex":0.0016729023,"about_ca_system_score_gemma":0.002126951,"threshold_uncertainty_score":0.050594687},"labels":[],"label_agreement":null},{"id":"W4254159156","doi":"10.22215/etd/2001-04719","title":"Pavement management system for Canadian forces bases.","year":2001,"lang":"en","type":"dissertation","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering; Environmental science","score_opus":0.007377178108420096,"score_gpt":0.21491802483396252,"score_spread":0.20754084672554243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254159156","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36534205,0.0022627097,0.06382941,0.0042636767,0.0004170967,0.0038074905,0.1703741,0.021164212,0.36853933],"genre_scores_gemma":[0.61810297,0.0019687368,0.07708209,0.00032779315,0.00005620714,0.0007945038,0.09530782,0.0006087973,0.2057511],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993038,0.00003366218,0.000017211236,0.00007074017,0.00043167837,0.00014291215],"domain_scores_gemma":[0.9988888,0.000030858544,0.000024625722,0.000053724565,0.00089149515,0.00011044822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008958649,0.0004973746,0.00026293655,0.0018493861,0.0022608023,0.0011724455,0.0011719029,0.00035766946,0.017806081],"category_scores_gemma":[0.0015559358,0.00024096522,0.00026838636,0.0020034134,0.00022289211,0.0006462464,0.0004437446,0.00032229084,0.003918509],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00066568435,0.0005384535,0.042696778,0.00029899227,0.00007390646,0.00015997508,0.0007859886,0.037706368,0.015424055,0.0072542476,0.40412676,0.4902688],"study_design_scores_gemma":[0.00021666854,0.00033197127,0.26881167,0.00024358122,0.00017791794,0.00010016698,0.0024195858,0.12756556,0.022218682,0.0014416935,0.57628304,0.00018948261],"about_ca_topic_score_codex":0.96464956,"about_ca_topic_score_gemma":0.9758017,"teacher_disagreement_score":0.035350442,"about_ca_system_score_codex":0.015813626,"about_ca_system_score_gemma":0.036660623,"threshold_uncertainty_score":0.11473644},"labels":[],"label_agreement":null},{"id":"W4292706093","doi":"","title":"Heavy Vehicle Weights Limitations for Bridge Safety and Durability: Needs and requirements Toward Advanced Bridge Formulae","year":2011,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Bridge (graph theory); Durability; Vehicle safety; Computer science; Engineering; Reliability engineering; Forensic engineering; Automotive engineering; Database","score_opus":0.03873258799827847,"score_gpt":0.24253028237663077,"score_spread":0.2037976943783523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4292706093","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21601237,0.0052985903,0.6811784,0.0036430333,0.0013779871,0.00025400217,0.0011398972,0.001377702,0.089718014],"genre_scores_gemma":[0.88082665,0.0034482512,0.088616736,0.00026856683,0.0005204237,0.00022767401,0.00091063784,0.00063565344,0.024545468],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99794954,0.00023429669,0.000105453924,0.00019869355,0.0013705671,0.00014145045],"domain_scores_gemma":[0.995037,0.0015774203,0.0003961754,0.0008071679,0.0019881635,0.0001940907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026152185,0.00091182103,0.0009542915,0.0011273329,0.0008213186,0.0023170686,0.0027970618,0.0017726017,0.010769805],"category_scores_gemma":[0.011871526,0.00051190716,0.00075658463,0.00083612656,0.0010528133,0.0037560342,0.0020265297,0.0020695147,0.0019294757],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010275542,0.00046026715,0.0070249387,0.0012314781,0.00008830473,0.0008197648,0.0005344093,0.17223349,0.13822073,0.2683597,0.015498773,0.39450055],"study_design_scores_gemma":[0.00014285413,0.0010771535,0.0103867715,0.000502246,0.00021676264,0.0012177089,0.0006020237,0.5250061,0.080464244,0.2888959,0.09125481,0.00023340154],"about_ca_topic_score_codex":0.002342243,"about_ca_topic_score_gemma":0.0024396924,"teacher_disagreement_score":0.010769805,"about_ca_system_score_codex":0.00072381314,"about_ca_system_score_gemma":0.0012232227,"threshold_uncertainty_score":0.036028624},"labels":[],"label_agreement":null},{"id":"W4301375995","doi":"10.5957/icetech-2014-169","title":"Assessing the Risks of Icebergs Impacting the Topsides of a Gravity Based Structure","year":2014,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre For Cold Ocean Resources Engineering","funders":"","keywords":"Iceberg; Caisson; Monte Carlo method; Marine engineering; Engineering; Geology; Geotechnical engineering; Oceanography; Mathematics; Statistics; Sea ice","score_opus":0.031031394580385747,"score_gpt":0.31456043047514376,"score_spread":0.28352903589475803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4301375995","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93825984,0.00011756992,0.05529782,0.00006416536,0.000009296126,0.00012450374,0.0002484511,0.000093578434,0.0057847816],"genre_scores_gemma":[0.9947129,0.00006099426,0.004436046,0.000007451812,0.0000019420572,0.000019144454,0.00009318653,0.000007242754,0.00066106033],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992349,0.00016880613,0.000033466786,0.000083766725,0.00036922304,0.00010981628],"domain_scores_gemma":[0.9969133,0.0019154308,0.00064948277,0.00013189847,0.00028737215,0.000102529724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016484807,0.00071569375,0.0004639938,0.0013931652,0.00042455786,0.0011333552,0.0008555166,0.0011404048,0.0009819724],"category_scores_gemma":[0.0044610193,0.0005225978,0.00073881715,0.00058501697,0.0005627252,0.0009986208,0.0007878889,0.0004733792,0.00019389676],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005602602,0.000026909689,0.017522708,0.000013539432,0.00002577493,0.000104050145,0.000027227361,0.97838414,0.0009701874,0.0009386294,0.000060356553,0.0018704769],"study_design_scores_gemma":[0.000007168383,0.00014773551,0.0075755226,0.000009256243,0.000034500277,0.00010848744,0.000077436045,0.9897217,0.001387393,0.0007621578,0.00015151095,0.00001703996],"about_ca_topic_score_codex":0.023016598,"about_ca_topic_score_gemma":0.020546712,"teacher_disagreement_score":0.023016598,"about_ca_system_score_codex":0.002040535,"about_ca_system_score_gemma":0.0016398645,"threshold_uncertainty_score":0.04576528},"labels":[],"label_agreement":null},{"id":"W4327547424","doi":"10.1155/2023/7496377","title":"Development of a Residential Road Collision Warning Service Based on Risk Assessment","year":2023,"lang":"en","type":"article","venue":"Journal of Advanced Transportation","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of the Interior and Safety","keywords":"Transport engineering; Service (business); Pedestrian; Collision; Traffic sign; Computer science; Warning system; Computer security; Engineering; Sign (mathematics); Business; Telecommunications","score_opus":0.010030406538056475,"score_gpt":0.26887767973355414,"score_spread":0.25884727319549766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4327547424","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4958387,0.00039255738,0.4632073,0.0013279741,0.00019505051,0.0018192311,0.00061920687,0.011474945,0.02512492],"genre_scores_gemma":[0.82881415,0.00024896488,0.16383286,0.00019002704,0.00006955625,0.00033230713,0.0006153516,0.00007765083,0.0058191936],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99950624,0.000118734126,0.000032752276,0.0000784522,0.00019673137,0.000067056186],"domain_scores_gemma":[0.9991978,0.0000666281,0.00007128396,0.00006903467,0.00047738178,0.00011794181],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046729352,0.0003973699,0.0002897031,0.0009482951,0.0004056805,0.00046469318,0.00084407435,0.0005567266,0.0043054423],"category_scores_gemma":[0.0012391378,0.00019825016,0.00030717324,0.0005739912,0.00015416229,0.0009490507,0.00075421407,0.0003894054,0.0015960718],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052769977,0.0021040342,0.07005257,0.00043858567,0.00005933911,0.0011039121,0.00089415774,0.013215508,0.06407664,0.0036326293,0.018354053,0.82554096],"study_design_scores_gemma":[0.00032113557,0.0037333968,0.11113441,0.00022155976,0.000361122,0.0036714412,0.0029855054,0.7405113,0.07453647,0.0041826796,0.058010105,0.00033090258],"about_ca_topic_score_codex":0.0040128385,"about_ca_topic_score_gemma":0.0031448042,"teacher_disagreement_score":0.0043054423,"about_ca_system_score_codex":0.0003136009,"about_ca_system_score_gemma":0.0011944826,"threshold_uncertainty_score":0.014403164},"labels":[],"label_agreement":null},{"id":"W4362718148","doi":"10.4271/2023-01-0625","title":"Impact Testing of Passenger Vehicle and Semi-Truck Pneumatic Tires and Rims","year":2023,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Parks and Wilderness Society","funders":"","keywords":"Truck; Automotive engineering; Coefficient of restitution; Collision; Commercial vehicle; Acceleration; Structural engineering; Vehicle dynamics; Environmental science; Engineering; Computer science; Physics; Mechanics","score_opus":0.01449709892384637,"score_gpt":0.2510785500900238,"score_spread":0.2365814511661774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362718148","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998912,0.00003595345,0.0007000742,0.0000019383715,0.0000022845352,0.000010434592,0.000026917467,0.00000975871,0.00030068707],"genre_scores_gemma":[0.99825436,0.000054090855,0.0007691428,0.000005268209,0.000001383283,0.0000073708043,0.000075594886,0.0000062745803,0.00082650164],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991622,0.00008546171,0.00004461588,0.00012482263,0.0003942137,0.00018860707],"domain_scores_gemma":[0.99935704,0.00013288103,0.00007757714,0.000074364405,0.0002762209,0.00008190717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053500256,0.00063332217,0.00043606496,0.00053376204,0.0004431534,0.00025451675,0.00065967406,0.00046100782,0.0025784662],"category_scores_gemma":[0.000974494,0.0003675391,0.0005647724,0.00041886573,0.00037143801,0.00038351788,0.0009005406,0.0002737757,0.000347471],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011719938,0.00024195913,0.022538181,0.00017700029,0.00004515977,0.0008491032,0.00061964215,0.005620924,0.94983816,0.000117791635,0.00013989197,0.018640019],"study_design_scores_gemma":[0.000041477324,0.008857943,0.19137433,0.00003210234,0.00011227643,0.0012039961,0.0016649559,0.016116556,0.77829504,0.00008939745,0.0021455348,0.00006641224],"about_ca_topic_score_codex":0.0029157002,"about_ca_topic_score_gemma":0.005198319,"teacher_disagreement_score":0.0029157002,"about_ca_system_score_codex":0.00026661129,"about_ca_system_score_gemma":0.0002454783,"threshold_uncertainty_score":0.008625805},"labels":[],"label_agreement":null},{"id":"W4366778625","doi":"10.4043/32241-ms","title":"SIIBED: Rapid High Impact Test Apparatus (RHITA) for Modelling Ice Keel Interaction","year":2023,"lang":"en","type":"article","venue":"Offshore Technology Conference","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre For Cold Ocean Resources Engineering","funders":"","keywords":"Instrumentation (computer programming); Structural engineering; Modular design; Mechanical engineering; Engineering; Beam (structure); Hydraulic cylinder; Shear force; Winch; Computer science","score_opus":0.02826532845887239,"score_gpt":0.27077689757923373,"score_spread":0.24251156912036134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366778625","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16973838,0.00036568733,0.73529965,0.00021695223,0.00024528505,0.00056572095,0.017654082,0.022846987,0.053067286],"genre_scores_gemma":[0.8430984,0.0002873142,0.13432539,0.000045687757,0.000026061782,0.0011352438,0.007942254,0.0015169713,0.011622684],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980253,0.000043341366,0.0000150989035,0.000026150243,0.00009162731,0.000021164049],"domain_scores_gemma":[0.99972326,0.00009153368,0.000024214165,0.000058486596,0.00008275895,0.000019811334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064698653,0.00074131234,0.00042480562,0.0005240808,0.0002487653,0.0008553642,0.0012840023,0.0006601989,0.013268093],"category_scores_gemma":[0.00076197693,0.00036587715,0.00041294078,0.00042188546,0.0002884711,0.0005807786,0.00056555617,0.0006813276,0.0024084123],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010853176,0.00005145079,0.004601291,0.0001830556,0.0000418505,0.00013776655,0.00006133963,0.94839853,0.015370935,0.004460626,0.0050562024,0.021528315],"study_design_scores_gemma":[0.000036051573,0.000067376204,0.0027580836,0.000024733781,0.000010834208,0.00003722014,0.000027105743,0.9746858,0.006779565,0.00096903706,0.014580601,0.00002359504],"about_ca_topic_score_codex":0.0045923116,"about_ca_topic_score_gemma":0.004194525,"teacher_disagreement_score":0.013268093,"about_ca_system_score_codex":0.0007088546,"about_ca_system_score_gemma":0.0009815285,"threshold_uncertainty_score":0.04438615},"labels":[],"label_agreement":null},{"id":"W4379380875","doi":"10.21838/uhpc.16727","title":"The First UHPC Piles Project in Ontario, Canada","year":2023,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Abutment; Engineering; Pile; Bridge (graph theory); Bedrock; Christian ministry; Geotechnical engineering; Civil engineering; Geology","score_opus":0.011118869393325334,"score_gpt":0.19366903167267313,"score_spread":0.18255016227934778,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379380875","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41665593,0.0031883242,0.010778966,0.009148085,0.00075819704,0.0017461589,0.027073437,0.0019162995,0.52873456],"genre_scores_gemma":[0.49526405,0.0016152817,0.010376626,0.00087588525,0.000037861108,0.00023023272,0.0068927817,0.00025099702,0.48445633],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99850595,0.000048475227,0.000013018368,0.000112039226,0.0008428345,0.00047777084],"domain_scores_gemma":[0.9986765,0.00002900947,0.00004043391,0.000055260334,0.00082152284,0.00037719798],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005307113,0.00062499393,0.00025488416,0.0010858213,0.01033491,0.002454634,0.00096678425,0.00088916667,0.01614835],"category_scores_gemma":[0.000754908,0.00057074695,0.00048792103,0.001447149,0.0014836744,0.0006480381,0.0015019716,0.00079670944,0.0019048024],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015732753,0.0006894312,0.09868328,0.0008705579,0.00014067776,0.004970541,0.010793197,0.008319229,0.04062375,0.040314198,0.43434808,0.35867384],"study_design_scores_gemma":[0.00008119097,0.00026680253,0.14315401,0.00016291544,0.0000336254,0.00032358148,0.008734743,0.0023445634,0.0063643344,0.0009615382,0.8374853,0.000087413675],"about_ca_topic_score_codex":0.9906777,"about_ca_topic_score_gemma":0.99794143,"teacher_disagreement_score":0.04662987,"about_ca_system_score_codex":0.04662987,"about_ca_system_score_gemma":0.13421205,"threshold_uncertainty_score":0.33832496},"labels":[],"label_agreement":null},{"id":"W4381684260","doi":"10.1016/j.tws.2023.110924","title":"A corrugated steel fender for bridge pier protection against truck collision","year":2023,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Fender; Pier; Structural engineering; Truck; Impact; LS-DYNA; Engineering; Finite element method; Parametric statistics; Spall; Pendulum; Mechanical engineering; Automotive engineering","score_opus":0.03032022350626919,"score_gpt":0.25378610976747246,"score_spread":0.22346588626120326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381684260","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8438009,0.00017170415,0.13781247,0.00012417081,0.00007888976,0.00011735901,0.00015562229,0.0002419219,0.01749706],"genre_scores_gemma":[0.980666,0.00006729811,0.016386554,0.000015424794,0.0000037208229,0.000017300008,0.00006811789,0.0000110348565,0.0027645587],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980956,0.000031998494,0.0000049691726,0.00002865734,0.00007884817,0.000045903045],"domain_scores_gemma":[0.9998216,0.000025971198,0.000020470512,0.00003317509,0.00007911766,0.000019627287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022031041,0.0004118071,0.0003352287,0.00050726364,0.00073459494,0.00038727283,0.00095137145,0.0007512451,0.0018874425],"category_scores_gemma":[0.0004652146,0.00016387358,0.00033199505,0.0002351329,0.00039379872,0.0002711683,0.00036529562,0.000278319,0.00036111433],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011541274,0.00047952836,0.016323013,0.00022666679,0.000096511314,0.0024486154,0.0003626722,0.57582635,0.21603853,0.014475639,0.003925798,0.16864252],"study_design_scores_gemma":[0.00008911817,0.0024230885,0.01746854,0.00006868469,0.00017649456,0.00093142444,0.00062600325,0.9030414,0.06287928,0.0022300333,0.010010972,0.000055022],"about_ca_topic_score_codex":0.005028266,"about_ca_topic_score_gemma":0.0081200255,"teacher_disagreement_score":0.005028266,"about_ca_system_score_codex":0.0003732437,"about_ca_system_score_gemma":0.0011057899,"threshold_uncertainty_score":0.0099980235},"labels":[],"label_agreement":null},{"id":"W4382203389","doi":"10.1109/tits.2023.3286384","title":"A Virtual Method for Optimizing Deployment of Roadside Monitoring Lidars at As-Built Intersections","year":2023,"lang":"en","type":"article","venue":"IEEE Transactions on Intelligent Transportation Systems","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Fundamental Research Funds for the Central Universities; Natural Sciences and Engineering Research Council of Canada","keywords":"Software deployment; Computer science; Lidar; Transport engineering; Engineering; Remote sensing; Geology; Operating system","score_opus":0.03603429093509477,"score_gpt":0.30566249854718874,"score_spread":0.269628207612094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382203389","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01076831,0.000054616696,0.98816526,0.00003628903,0.000016885597,0.000024679848,0.000017009432,0.00024049297,0.000676441],"genre_scores_gemma":[0.4576579,0.00008940864,0.54078597,0.000046689755,0.000017640665,0.00016503838,0.000097054006,0.000092193826,0.0010481064],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993542,0.0002117558,0.000022492746,0.00012477186,0.00019956235,0.000087232234],"domain_scores_gemma":[0.9994905,0.00017972253,0.00008538306,0.00006156683,0.00013206969,0.000050779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010042733,0.00096473604,0.0007047914,0.00075915817,0.00049887126,0.0008267085,0.0012527823,0.0007168436,0.0011529158],"category_scores_gemma":[0.0018428216,0.0006039387,0.00059018284,0.00053205533,0.00063042546,0.0009182321,0.0011904365,0.0005481928,0.00022427476],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049305516,0.00003602717,0.0006661529,0.000029733148,0.000021024243,0.000036986705,0.000037810627,0.9445032,0.004635528,0.0034949947,0.0005612946,0.045927998],"study_design_scores_gemma":[0.000004020062,0.000019894784,0.00007487233,0.0000017770725,0.000003082594,0.000009234506,0.00000867169,0.99809855,0.00087354245,0.0005643958,0.00033850607,0.0000035175606],"about_ca_topic_score_codex":0.005350608,"about_ca_topic_score_gemma":0.0059262807,"teacher_disagreement_score":0.005350608,"about_ca_system_score_codex":0.0009666801,"about_ca_system_score_gemma":0.0017933686,"threshold_uncertainty_score":0.010638952},"labels":[],"label_agreement":null},{"id":"W4382681190","doi":"10.11159/iccste23.226","title":"Experimental Load Carrying Capacity of Fiber-Reinforced Concrete (FRC) TL-5 Concrete Barriers Subjected to Equivalent Vehicle Impact Loading at End Location","year":2023,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Structural engineering; Composite material; Fiber; Fiber-reinforced concrete; Reinforced concrete; Carrying capacity; Engineering","score_opus":0.017124148507118634,"score_gpt":0.24070942019576064,"score_spread":0.223585271688642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382681190","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994337,0.000011420873,0.00014682303,0.0000027169256,0.000003253496,0.000009128068,0.00011604428,0.000006802138,0.00027018643],"genre_scores_gemma":[0.99854195,0.000026052543,0.00028269103,0.0000052779296,0.0000018448675,0.000015937634,0.0002325821,0.0000063130246,0.00088735484],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994622,0.000037827245,0.000034088625,0.00009454327,0.0002302342,0.00014117124],"domain_scores_gemma":[0.9989825,0.00022733382,0.00015434957,0.000114631686,0.00032123845,0.00019997002],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000511975,0.00065247377,0.00036348178,0.00070856616,0.00045890766,0.00025857505,0.00086735643,0.0008348126,0.0031634397],"category_scores_gemma":[0.0006495221,0.0002686147,0.0004663021,0.00039415096,0.00068734103,0.00041369593,0.00050766394,0.00066665147,0.0005126133],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0034767594,0.0016887225,0.013157543,0.00017398277,0.000032177653,0.0006014091,0.00057635707,0.011686017,0.9631454,0.00017139554,0.00021027015,0.005080096],"study_design_scores_gemma":[0.00008850668,0.011118071,0.104793884,0.00002550777,0.00007756084,0.00012003549,0.0011343331,0.014803778,0.8670878,0.00009686382,0.0005916978,0.00006196417],"about_ca_topic_score_codex":0.004869561,"about_ca_topic_score_gemma":0.008163701,"teacher_disagreement_score":0.004869561,"about_ca_system_score_codex":0.00028089143,"about_ca_system_score_gemma":0.0003565844,"threshold_uncertainty_score":0.010582745},"labels":[],"label_agreement":null},{"id":"W4383825721","doi":"10.1007/978-3-031-36216-3_10","title":"Underride Protection Devices","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Truck; Crash; Collision; Sizing; Automotive engineering; Engineering; Transport engineering; Motor vehicle crash; Vehicle safety; Computer science; Computer security; Poison control","score_opus":0.03484636901661869,"score_gpt":0.21421542319116593,"score_spread":0.17936905417454724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383825721","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0038896916,0.0029207314,0.0355423,0.00070449064,0.001132953,0.000059068658,0.00030989962,0.00063008256,0.95481086],"genre_scores_gemma":[0.03381919,0.0027529288,0.0048520835,0.0004877105,0.00017350735,0.000034952696,0.00032685662,0.00019984633,0.95735294],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99966395,0.00003156496,0.000009343372,0.000050224462,0.00019806164,0.000046921665],"domain_scores_gemma":[0.99985635,0.00003019294,0.000009033907,0.000043877164,0.000052764844,0.000007684854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021984267,0.00085543306,0.00038684017,0.0008276007,0.000858157,0.001810523,0.000882062,0.0009780863,0.04905319],"category_scores_gemma":[0.0003985089,0.00028236286,0.00034621218,0.00054776977,0.0006498577,0.0016775891,0.0012657365,0.0010641179,0.02025178],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011088128,0.00005527015,0.00039102265,0.00035998548,0.00001282016,0.0002973549,0.0007906615,0.0019667048,0.014617087,0.18651812,0.2446629,0.5502172],"study_design_scores_gemma":[0.0000032345722,0.000033861856,0.00033486765,0.00009042668,0.00000747818,0.00025974732,0.000121453086,0.0007423549,0.0036952433,0.00946651,0.98523766,0.000007140535],"about_ca_topic_score_codex":0.0014045133,"about_ca_topic_score_gemma":0.0027333354,"teacher_disagreement_score":0.04905319,"about_ca_system_score_codex":0.00052453886,"about_ca_system_score_gemma":0.0005619454,"threshold_uncertainty_score":0.16409928},"labels":[],"label_agreement":null},{"id":"W4386126335","doi":"10.32920/24026688.v1","title":"Structural Qualification of a Developed GFRP-Reinforced Concrete Bridge Barrier using Ultimate Load Testing","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Fibre-reinforced plastic; Materials science; Flexural strength; Corrosion; Durability; Punching; Bridge (graph theory); Shear (geology); Composite material; Engineering","score_opus":0.12538574019000592,"score_gpt":0.3167120043485022,"score_spread":0.1913262641584963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386126335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9910487,0.000031962205,0.0075477515,0.000021914238,0.000011813921,0.00007479429,0.0001769109,0.00014163241,0.0009445019],"genre_scores_gemma":[0.9897009,0.000044000582,0.0069097057,0.000016596028,0.000001990854,0.00004916495,0.00022719383,0.000021134858,0.003029306],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950695,0.000038034228,0.00001816408,0.00006949259,0.00031416866,0.000053245443],"domain_scores_gemma":[0.9992322,0.00008445151,0.000088262685,0.00009097295,0.00039700617,0.000107154105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005184566,0.00041224994,0.00025225765,0.00034990345,0.00029764842,0.00021685977,0.00090682233,0.0008573589,0.0014924692],"category_scores_gemma":[0.00086160685,0.00017989143,0.00028526463,0.00015684665,0.00035013256,0.0002826144,0.00032115658,0.00033153011,0.0005038391],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001428807,0.000100413185,0.0020379615,0.00004474856,0.000006535522,0.00033422612,0.00015238594,0.0048108003,0.98780113,0.00012286747,0.000095060044,0.004350944],"study_design_scores_gemma":[0.000056356133,0.0045778253,0.030845018,0.00001929697,0.00002378723,0.00034741886,0.00019922144,0.030808277,0.93096167,0.00007105167,0.0020560639,0.00003399097],"about_ca_topic_score_codex":0.0017234334,"about_ca_topic_score_gemma":0.0035637806,"teacher_disagreement_score":0.0017234334,"about_ca_system_score_codex":0.00028040045,"about_ca_system_score_gemma":0.00041807248,"threshold_uncertainty_score":0.004992783},"labels":[],"label_agreement":null},{"id":"W4386126688","doi":"10.32920/24026694.v1","title":"GFRP Bars Anchorage Resistance in a GFRP-Reinforced Concrete Bridge Barrier","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Pultrall","keywords":"Fibre-reinforced plastic; Structural engineering; Deck; Bridge deck; Bridge (graph theory); Bending moment; Engineering; Finite element method; Joint (building); Bending; Bent molecular geometry; Materials science","score_opus":0.022718291969966734,"score_gpt":0.24907435035602157,"score_spread":0.22635605838605483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386126688","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976095,0.000040251478,0.001968567,0.0000054280804,0.0000045330785,0.000006356433,0.000017005605,0.000024028537,0.00032429775],"genre_scores_gemma":[0.99844366,0.000029614417,0.0012188462,0.0000014648272,6.114763e-7,0.0000035803027,0.000012816862,0.0000027921799,0.00028659307],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999622,0.00005717464,0.000014771332,0.000069145564,0.00018265305,0.00005426656],"domain_scores_gemma":[0.9995435,0.000095347255,0.00014646098,0.000055966724,0.00012168589,0.00003704463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003327273,0.00022607583,0.0002063782,0.00030009376,0.00020682713,0.00024347322,0.00046704058,0.00043031768,0.0006058906],"category_scores_gemma":[0.0007663691,0.00018055491,0.00019528551,0.00015520967,0.00034245013,0.0002567794,0.00028564045,0.0002513274,0.00019834886],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000378007,0.000116250456,0.004306784,0.00009327572,0.000014536165,0.00033476859,0.00012762113,0.03193868,0.95663345,0.00032011786,0.0000504727,0.0056860717],"study_design_scores_gemma":[0.000044624067,0.0027436228,0.027981672,0.000024828698,0.000063895546,0.00020254673,0.00032559768,0.123415865,0.84385914,0.00014133663,0.001164351,0.000032441116],"about_ca_topic_score_codex":0.0017211427,"about_ca_topic_score_gemma":0.0025352042,"teacher_disagreement_score":0.0017211427,"about_ca_system_score_codex":0.00023859153,"about_ca_system_score_gemma":0.00022648295,"threshold_uncertainty_score":0.0034222603},"labels":[],"label_agreement":null},{"id":"W4386126798","doi":"10.32920/24026694","title":"GFRP Bars Anchorage Resistance in a GFRP-Reinforced Concrete Bridge Barrier","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Pultrall","keywords":"Fibre-reinforced plastic; Structural engineering; Deck; Bridge (graph theory); Bridge deck; Bending moment; Engineering; Finite element method; Bent molecular geometry","score_opus":0.022718291969966734,"score_gpt":0.24907435035602157,"score_spread":0.22635605838605483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386126798","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976095,0.000040251478,0.001968567,0.0000054280804,0.0000045330785,0.000006356433,0.000017005605,0.000024028537,0.00032429775],"genre_scores_gemma":[0.99844366,0.000029614417,0.0012188462,0.0000014648272,6.114763e-7,0.0000035803027,0.000012816862,0.0000027921799,0.00028659307],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999622,0.00005717464,0.000014771332,0.000069145564,0.00018265305,0.00005426656],"domain_scores_gemma":[0.9995435,0.000095347255,0.00014646098,0.000055966724,0.00012168589,0.00003704463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003327273,0.00022607583,0.0002063782,0.00030009376,0.00020682713,0.00024347322,0.00046704058,0.00043031768,0.0006058906],"category_scores_gemma":[0.0007663691,0.00018055491,0.00019528551,0.00015520967,0.00034245013,0.0002567794,0.00028564045,0.0002513274,0.00019834886],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000378007,0.000116250456,0.004306784,0.00009327572,0.000014536165,0.00033476859,0.00012762113,0.03193868,0.95663345,0.00032011786,0.0000504727,0.0056860717],"study_design_scores_gemma":[0.000044624067,0.0027436228,0.027981672,0.000024828698,0.000063895546,0.00020254673,0.00032559768,0.123415865,0.84385914,0.00014133663,0.001164351,0.000032441116],"about_ca_topic_score_codex":0.0017211427,"about_ca_topic_score_gemma":0.0025352042,"teacher_disagreement_score":0.0017211427,"about_ca_system_score_codex":0.00023859153,"about_ca_system_score_gemma":0.00022648295,"threshold_uncertainty_score":0.0034222603},"labels":[],"label_agreement":null},{"id":"W4386127214","doi":"10.32920/24026688","title":"Structural Qualification of a Developed GFRP-Reinforced Concrete Bridge Barrier using Ultimate Load Testing","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Fibre-reinforced plastic; Materials science; Flexural strength; Corrosion; Durability; Punching; Shear (geology); Bridge (graph theory); Composite material; Engineering","score_opus":0.12538574019000592,"score_gpt":0.3167120043485022,"score_spread":0.1913262641584963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386127214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9910487,0.000031962205,0.0075477515,0.000021914238,0.000011813921,0.00007479429,0.0001769109,0.00014163241,0.0009445019],"genre_scores_gemma":[0.9897009,0.000044000582,0.0069097057,0.000016596028,0.000001990854,0.00004916495,0.00022719383,0.000021134858,0.003029306],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950695,0.000038034228,0.00001816408,0.00006949259,0.00031416866,0.000053245443],"domain_scores_gemma":[0.9992322,0.00008445151,0.000088262685,0.00009097295,0.00039700617,0.000107154105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005184566,0.00041224994,0.00025225765,0.00034990345,0.00029764842,0.00021685977,0.00090682233,0.0008573589,0.0014924692],"category_scores_gemma":[0.00086160685,0.00017989143,0.00028526463,0.00015684665,0.00035013256,0.0002826144,0.00032115658,0.00033153011,0.0005038391],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001428807,0.000100413185,0.0020379615,0.00004474856,0.000006535522,0.00033422612,0.00015238594,0.0048108003,0.98780113,0.00012286747,0.000095060044,0.004350944],"study_design_scores_gemma":[0.000056356133,0.0045778253,0.030845018,0.00001929697,0.00002378723,0.00034741886,0.00019922144,0.030808277,0.93096167,0.00007105167,0.0020560639,0.00003399097],"about_ca_topic_score_codex":0.0017234334,"about_ca_topic_score_gemma":0.0035637806,"teacher_disagreement_score":0.0017234334,"about_ca_system_score_codex":0.00028040045,"about_ca_system_score_gemma":0.00041807248,"threshold_uncertainty_score":0.004992783},"labels":[],"label_agreement":null},{"id":"W4389192068","doi":"10.22215/etd/2023-15669","title":"A Study of Vibration and Noise During Neonatal Patient Transport by Ground Ambulance","year":2023,"lang":"en","type":"dissertation","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Noise (video); Vibration; Acceleration; Ground transportation; Computer science; Engineering; Transport engineering; Acoustics; Physics; Artificial intelligence","score_opus":0.005403332629937786,"score_gpt":0.21034384605058,"score_spread":0.20494051342064223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389192068","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996894,0.000040504223,0.0018569943,0.000029606264,0.000008666629,0.00003414189,0.0000636902,0.00001154781,0.001060897],"genre_scores_gemma":[0.99653363,0.00010814627,0.0019510246,0.00002263538,0.000008780662,0.00004242143,0.00009680284,0.000005539077,0.0012309348],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997826,0.00006708496,0.000010455584,0.00003694122,0.00007121354,0.000031584],"domain_scores_gemma":[0.99961984,0.00021778424,0.0000306917,0.000023272827,0.00007048431,0.00003788296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002903612,0.00019807028,0.00021582466,0.00027908053,0.0003813399,0.00025136935,0.00020253766,0.00034471235,0.0010265054],"category_scores_gemma":[0.0010878547,0.00008788717,0.00016369772,0.00022432397,0.00017723674,0.00010232638,0.00018504482,0.00020610054,0.0002147937],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0038304809,0.0025738813,0.18404783,0.00062729715,0.00017338591,0.0058828634,0.008278507,0.031054694,0.50919086,0.0009742081,0.0025174292,0.2508486],"study_design_scores_gemma":[0.00009538847,0.0154714845,0.8210621,0.000106256855,0.00012531118,0.0027915705,0.012439436,0.04765122,0.09217156,0.0005849176,0.00739255,0.0001082682],"about_ca_topic_score_codex":0.0024479143,"about_ca_topic_score_gemma":0.0022497196,"teacher_disagreement_score":0.0024479143,"about_ca_system_score_codex":0.00022868149,"about_ca_system_score_gemma":0.0002891901,"threshold_uncertainty_score":0.0048673153},"labels":[],"label_agreement":null},{"id":"W4391546652","doi":"10.1007/978-3-031-34027-7_30","title":"Development of Canadian Design Standards for Traffic Barriers for Bridge Applications","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Bridge (graph theory); Transport engineering; Computer science; Engineering; Forensic engineering; Construction engineering; Civil engineering; Medicine","score_opus":0.016787900150566148,"score_gpt":0.22726820583350868,"score_spread":0.21048030568294254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546652","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.057486154,0.0038712304,0.41161087,0.007806438,0.0016245887,0.0021536367,0.005096125,0.0044398326,0.50591105],"genre_scores_gemma":[0.16686925,0.0038341335,0.5300845,0.0010755719,0.00009642278,0.0009284791,0.008354706,0.0016378559,0.287119],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9916586,0.0006171483,0.00034889305,0.0003774614,0.0061649536,0.0008330414],"domain_scores_gemma":[0.9800489,0.0007677374,0.00038094775,0.0007743066,0.017288467,0.0007396148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009564236,0.0012010456,0.00044836942,0.0065870066,0.0044189547,0.004195732,0.004525389,0.002513532,0.009334326],"category_scores_gemma":[0.011257323,0.00088629365,0.0009026023,0.0042591323,0.0013577136,0.0021510525,0.0016807145,0.0026800067,0.0026896144],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012396736,0.00033902217,0.0047334246,0.00052321627,0.000029277131,0.0003428906,0.002739223,0.029624674,0.021719664,0.27241945,0.24077268,0.42663237],"study_design_scores_gemma":[0.000021768648,0.000113756476,0.007381504,0.00055680773,0.000042274667,0.0001789016,0.0011441893,0.017311808,0.016214162,0.009429575,0.947481,0.00012419789],"about_ca_topic_score_codex":0.8561049,"about_ca_topic_score_gemma":0.91470724,"teacher_disagreement_score":0.14389509,"about_ca_system_score_codex":0.034053512,"about_ca_system_score_gemma":0.08783902,"threshold_uncertainty_score":0.28948498},"labels":[],"label_agreement":null},{"id":"W4391696681","doi":"10.3354/esr01315","title":"Long-term migratory alterations to whooping crane arrival and departure on the wintering and staging grounds","year":2024,"lang":"en","type":"article","venue":"Endangered Species Research","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Environment and Climate Change Canada","funders":"","keywords":"Term (time); Geography; Fishery; Biology; Physics","score_opus":0.061153427991580835,"score_gpt":0.3322807600571534,"score_spread":0.27112733206557255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391696681","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99886227,0.000047374393,0.00026402157,0.000027348024,0.0000033663016,0.0000055172054,0.000345016,0.000010748931,0.00043436076],"genre_scores_gemma":[0.9988018,0.000059525362,0.00021969582,0.000012120005,0.0000027850022,0.000008239783,0.0005200723,0.0000018962764,0.00037390876],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998722,0.000018025221,0.000008327814,0.000036757217,0.000020516147,0.000044189375],"domain_scores_gemma":[0.99957114,0.00005030263,0.00018308636,0.000031652096,0.00007528705,0.00008860134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020676818,0.00023625673,0.00014011556,0.00032883306,0.00031770862,0.0005974003,0.00027779595,0.0002678955,0.001065017],"category_scores_gemma":[0.00083764375,0.00018434883,0.00030966225,0.0003885138,0.00025235268,0.0002765302,0.0003405871,0.00029160292,0.00015218402],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050206076,0.000036388537,0.9855716,0.000013897002,0.000074600655,0.00008313444,0.000071423536,0.009361182,0.001660476,0.000098616285,0.00021745804,0.0027610487],"study_design_scores_gemma":[0.0000025090235,0.00004769318,0.9930715,0.00000644811,0.000015574375,0.000028628423,0.00013580719,0.006032011,0.00016746791,0.00003814894,0.0004488237,0.000005473953],"about_ca_topic_score_codex":0.10430567,"about_ca_topic_score_gemma":0.3066645,"teacher_disagreement_score":0.10430567,"about_ca_system_score_codex":0.0011096622,"about_ca_system_score_gemma":0.0008085981,"threshold_uncertainty_score":0.2073971},"labels":[],"label_agreement":null},{"id":"W4392353571","doi":"10.5194/nhess-2023-230","title":"A New Method for Calculating Highway Blocking due to High Impact Weather Conditions","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"Government of Jiangsu Province; National Natural Science Foundation of China","keywords":"Blocking (statistics); Environmental science; Computer science; Meteorology; Transport engineering; Engineering; Geography; Computer network","score_opus":0.016950977710321922,"score_gpt":0.33347518190229575,"score_spread":0.3165242041919738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392353571","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.114295654,0.00030806474,0.8763563,0.00007367655,0.00012026855,0.00030300577,0.00095753727,0.0012382475,0.00634721],"genre_scores_gemma":[0.669666,0.00035845517,0.3227014,0.000043282504,0.000055740704,0.00041658554,0.0016771994,0.0001850042,0.0048963116],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984433,0.0002287644,0.00012478932,0.00030384003,0.0007769363,0.00012243871],"domain_scores_gemma":[0.997866,0.00045242833,0.00029066883,0.00014001936,0.0011610212,0.00008988953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001236163,0.0008840115,0.0005240386,0.004036471,0.00070855336,0.0010469082,0.00066873204,0.00042550737,0.0022191068],"category_scores_gemma":[0.0038347414,0.0003804258,0.0007758559,0.0025438406,0.00039533127,0.000992589,0.00072655437,0.0005820187,0.0005160329],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006092286,0.00029976,0.15011111,0.0010348897,0.0005387302,0.000415652,0.0014420955,0.23111017,0.043209165,0.012784916,0.009171278,0.549273],"study_design_scores_gemma":[0.000037690257,0.00014095315,0.06591847,0.000052593303,0.00014461027,0.00026662712,0.00046138617,0.91091746,0.011454112,0.003365286,0.007138678,0.00010216647],"about_ca_topic_score_codex":0.020773103,"about_ca_topic_score_gemma":0.019265736,"teacher_disagreement_score":0.020773103,"about_ca_system_score_codex":0.0009617167,"about_ca_system_score_gemma":0.001642722,"threshold_uncertainty_score":0.04130441},"labels":[],"label_agreement":null},{"id":"W4392951912","doi":"10.32920/25412764.v1","title":"Performance of Ultra-high Performance Concrete-filled Steel Tubes Under Lateral Impact Loads","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Materials science; Composite material; Engineering","score_opus":0.010054973029895883,"score_gpt":0.23520924336290908,"score_spread":0.2251542703330132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392951912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999305,0.000051499588,0.00022105097,0.000005114706,0.0000044232356,0.000004964487,0.00004871412,0.00002478688,0.00033443273],"genre_scores_gemma":[0.99858725,0.000048615846,0.00027742496,0.000005323489,0.0000012762662,0.0000036796393,0.000105793566,0.000008579464,0.00096204225],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950397,0.000040001905,0.000031157735,0.00006330885,0.00026281184,0.00009875201],"domain_scores_gemma":[0.9993018,0.00013152645,0.00015382953,0.00007746544,0.00017266581,0.00016284542],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040585283,0.0005530972,0.00027360374,0.00065168546,0.00028515287,0.00022198608,0.0005104537,0.0006068603,0.0027150838],"category_scores_gemma":[0.000785955,0.0002942106,0.0002915101,0.00034119925,0.00059793977,0.00045541077,0.00045393346,0.00028089466,0.0004960135],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011734592,0.00009433291,0.0026834134,0.00007928074,0.00001729219,0.00032837366,0.00019821142,0.00485396,0.9869069,0.000090451176,0.000089697736,0.003484644],"study_design_scores_gemma":[0.000026647464,0.0029111258,0.03327393,0.000021168278,0.00003523882,0.0001964002,0.00023646594,0.010214131,0.9525114,0.00002990865,0.00051234127,0.00003112595],"about_ca_topic_score_codex":0.0016224046,"about_ca_topic_score_gemma":0.0030380965,"teacher_disagreement_score":0.0027150838,"about_ca_system_score_codex":0.00024686684,"about_ca_system_score_gemma":0.00028920168,"threshold_uncertainty_score":0.009082854},"labels":[],"label_agreement":null},{"id":"W4392952247","doi":"10.32920/25412764","title":"Performance of Ultra-high Performance Concrete-filled Steel Tubes Under Lateral Impact Loads","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Structural engineering; Composite material; Engineering","score_opus":0.010054973029895883,"score_gpt":0.23520924336290908,"score_spread":0.2251542703330132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392952247","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999305,0.000051499588,0.00022105097,0.000005114706,0.0000044232356,0.000004964487,0.00004871412,0.00002478688,0.00033443273],"genre_scores_gemma":[0.99858725,0.000048615846,0.00027742496,0.000005323489,0.0000012762662,0.0000036796393,0.000105793566,0.000008579464,0.00096204225],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950397,0.000040001905,0.000031157735,0.00006330885,0.00026281184,0.00009875201],"domain_scores_gemma":[0.9993018,0.00013152645,0.00015382953,0.00007746544,0.00017266581,0.00016284542],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040585283,0.0005530972,0.00027360374,0.00065168546,0.00028515287,0.00022198608,0.0005104537,0.0006068603,0.0027150838],"category_scores_gemma":[0.000785955,0.0002942106,0.0002915101,0.00034119925,0.00059793977,0.00045541077,0.00045393346,0.00028089466,0.0004960135],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011734592,0.00009433291,0.0026834134,0.00007928074,0.00001729219,0.00032837366,0.00019821142,0.00485396,0.9869069,0.000090451176,0.000089697736,0.003484644],"study_design_scores_gemma":[0.000026647464,0.0029111258,0.03327393,0.000021168278,0.00003523882,0.0001964002,0.00023646594,0.010214131,0.9525114,0.00002990865,0.00051234127,0.00003112595],"about_ca_topic_score_codex":0.0016224046,"about_ca_topic_score_gemma":0.0030380965,"teacher_disagreement_score":0.0027150838,"about_ca_system_score_codex":0.00024686684,"about_ca_system_score_gemma":0.00028920168,"threshold_uncertainty_score":0.009082854},"labels":[],"label_agreement":null},{"id":"W4394556754","doi":"10.6084/m9.figshare.20217564","title":"Mechanical Property Test and Damage Evaluation Analysis of Steel Fiber Stainless-Steel Reinforced Concrete Beams (SFSRCBs) under Impact Load","year":2022,"lang":"en","type":"dataset","venue":"Figshare","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Vector Institute; University of Toronto; University Health Network; Canadian Institute for Advanced Research","funders":"","keywords":"Structural engineering; Materials science; Reinforced concrete; Composite material; Engineering","score_opus":0.03228149135954112,"score_gpt":0.2847726619143253,"score_spread":0.2524911705547842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394556754","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02342855,0.00027774755,0.0012318846,0.00008623892,0.00006635339,0.0001239863,0.97095317,0.0011822697,0.0026497892],"genre_scores_gemma":[0.023135815,0.00015421334,0.0016899033,0.00003255594,0.000010290507,0.00027834135,0.973055,0.00005032759,0.0015935104],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992823,0.00008727038,0.00011986514,0.00019287106,0.00022984596,0.000087990426],"domain_scores_gemma":[0.998936,0.00019923739,0.000107038606,0.0002488803,0.0004535264,0.00005528097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007847112,0.0011303901,0.00063275045,0.0028448666,0.0005122647,0.0004924315,0.0011172524,0.0009529455,0.0091513535],"category_scores_gemma":[0.0021124773,0.0002819198,0.0009860453,0.0030359381,0.0002496404,0.00050522876,0.00076357165,0.0005413306,0.006973814],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012104802,0.0006888622,0.10073174,0.005002547,0.00046990722,0.0006667703,0.0002360134,0.022429425,0.0074102124,0.0021493158,0.7422032,0.116801634],"study_design_scores_gemma":[0.0007005152,0.00049260614,0.33352783,0.0007696743,0.0003397354,0.0006217897,0.0007641516,0.03952315,0.014009622,0.0027351144,0.60632783,0.00018793989],"about_ca_topic_score_codex":0.017569343,"about_ca_topic_score_gemma":0.039000593,"teacher_disagreement_score":0.017569343,"about_ca_system_score_codex":0.00055713666,"about_ca_system_score_gemma":0.0007001631,"threshold_uncertainty_score":0.034934163},"labels":[],"label_agreement":null},{"id":"W4395685422","doi":"10.18280/ijsse.140224","title":"Structural Design and Simulation of the Collision Between a Pedestrian's Head and a Windshield of Vehicle","year":2024,"lang":"en","type":"article","venue":"International Journal of Safety and Security Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Windshield; Pedestrian; Head (geology); Collision; Head-up display; Computer science; Engineering; Transport engineering; Computer security; Geology; Aerospace engineering; Artificial intelligence","score_opus":0.012017229719028572,"score_gpt":0.25050060849582895,"score_spread":0.23848337877680037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395685422","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8793697,0.000218649,0.09143177,0.00021606065,0.00007989664,0.00014613067,0.0008755628,0.0003553328,0.027307015],"genre_scores_gemma":[0.9856925,0.00011282851,0.0084290635,0.000018943638,0.000007347449,0.00008262673,0.00028596522,0.000028578135,0.005342086],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998754,0.00002850968,0.000005417169,0.000015616548,0.00003596061,0.000039029514],"domain_scores_gemma":[0.9998528,0.00005694207,0.000022162809,0.000012139181,0.000034612553,0.00002139433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015872548,0.0004923229,0.00039468321,0.0004769203,0.00054995547,0.00052747666,0.0007359809,0.0011591596,0.004177683],"category_scores_gemma":[0.00038519234,0.00029920443,0.00061658386,0.0003320888,0.00043883047,0.00025892188,0.0004907701,0.00033166131,0.0003870202],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005395043,0.000031780768,0.001958329,0.00003597258,0.000011251577,0.00021474464,0.00005346788,0.9912081,0.0033752592,0.000963693,0.00019844898,0.0018950498],"study_design_scores_gemma":[0.000007820275,0.000052021063,0.00087959564,0.000005670164,0.000005762725,0.000030655687,0.00006148941,0.99769694,0.0006176223,0.00017785256,0.00046017068,0.0000042901543],"about_ca_topic_score_codex":0.016493812,"about_ca_topic_score_gemma":0.012374154,"teacher_disagreement_score":0.016493812,"about_ca_system_score_codex":0.00042899718,"about_ca_system_score_gemma":0.00084891956,"threshold_uncertainty_score":0.032795608},"labels":[],"label_agreement":null},{"id":"W4399419704","doi":"10.1139/cjce-2023-0436","title":"Development of hazard-specific truck crash modification factors for cold-region rural highways","year":2024,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"National Research Council Canada; University of Manitoba","funders":"National Research Council Canada","keywords":"Truck; Transport engineering; Hazard; Environmental science; Crash; Engineering; Forensic engineering; Civil engineering; Computer science; Automotive engineering","score_opus":0.021518835547602876,"score_gpt":0.20587171653261654,"score_spread":0.18435288098501368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399419704","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9411346,0.00026844477,0.053652972,0.000054567878,0.000012964791,0.00040966252,0.0011991032,0.00034038024,0.0029273],"genre_scores_gemma":[0.9757036,0.00011776347,0.022364458,0.000008496527,0.0000071238546,0.000108511354,0.0011343607,0.000028342263,0.000527412],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999087,0.00021967744,0.00007717606,0.00014233659,0.00037205245,0.00010172212],"domain_scores_gemma":[0.99514246,0.0014653419,0.0011926247,0.00030688022,0.0017253314,0.0001673998],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002204732,0.0011451468,0.0005324264,0.0039920337,0.00039259793,0.0007432052,0.0005961535,0.0003293564,0.0014842765],"category_scores_gemma":[0.010662909,0.0003471798,0.001419214,0.00160495,0.00024708724,0.00071474933,0.0006639991,0.0005237707,0.00029078504],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002528906,0.0001832635,0.77856034,0.00016653647,0.0002756471,0.00014232968,0.0004209832,0.05000272,0.003571627,0.000982926,0.0007725946,0.16466822],"study_design_scores_gemma":[0.000020358644,0.0008049586,0.89999783,0.00005970599,0.00015129354,0.00019911262,0.00076916924,0.090166084,0.0033001255,0.0007760452,0.0036707488,0.0000846277],"about_ca_topic_score_codex":0.048113756,"about_ca_topic_score_gemma":0.059503216,"teacher_disagreement_score":0.95188624,"about_ca_system_score_codex":0.0011665717,"about_ca_system_score_gemma":0.002523494,"threshold_uncertainty_score":0.09566742},"labels":[],"label_agreement":null},{"id":"W4400235054","doi":"10.11159/iccste24.225","title":"Experimental Investigation Of The Impact Performance Of Bridge Traffic Barriers Made Of Rubberized Fiber-Reinforced Concrete And Stainless Steel Bars","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Materials science; Structural engineering; Fiber-reinforced concrete; Fiber; Composite material; Engineering","score_opus":0.010667361508672556,"score_gpt":0.2224694846154432,"score_spread":0.21180212310677063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400235054","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99915993,0.000043803928,0.0004319092,0.0000032178395,0.0000044452495,0.000017443219,0.00006260434,0.000009309494,0.0002674382],"genre_scores_gemma":[0.9978377,0.00011197248,0.0008347023,0.000004965658,0.0000028253044,0.000014782305,0.00013263244,0.0000053902936,0.0010550367],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957365,0.000037990147,0.00002207837,0.000054118296,0.00019233409,0.000119823395],"domain_scores_gemma":[0.9993598,0.00018716346,0.00010458955,0.00006198907,0.00020825006,0.00007822236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039328475,0.00072601036,0.0003959568,0.0004952243,0.00030606153,0.00018761022,0.00045225746,0.0006003861,0.002566531],"category_scores_gemma":[0.0004963164,0.0002849368,0.0003501479,0.00025302125,0.00031876538,0.00041833744,0.00040614657,0.0004195339,0.00029548063],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010373365,0.00047706242,0.0026266025,0.00013983052,0.000018585042,0.00024529392,0.00013362397,0.0033350508,0.98928773,0.000080272875,0.000041356925,0.0025771311],"study_design_scores_gemma":[0.00003396769,0.0148101775,0.017844558,0.000013917412,0.00004395532,0.00015447091,0.00020266109,0.0061079166,0.9602293,0.00002556286,0.000515474,0.000017961274],"about_ca_topic_score_codex":0.00093338854,"about_ca_topic_score_gemma":0.0016773232,"teacher_disagreement_score":0.002566531,"about_ca_system_score_codex":0.00016950899,"about_ca_system_score_gemma":0.0002225447,"threshold_uncertainty_score":0.00858587},"labels":[],"label_agreement":null},{"id":"W4400288282","doi":"10.1121/10.0026635","title":"The Impact Guide: Adapting ISO 12354-2 for calculating impact sound transmission to the North American context","year":2024,"lang":"en","type":"article","venue":"The Journal of the Acoustical Society of America","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Context (archaeology); Sound (geography); Sound transmission class; Transmission (telecommunications); Computer science; Acoustics; Telecommunications; Geography; Physics; Archaeology","score_opus":0.013390026576994996,"score_gpt":0.29681081180567115,"score_spread":0.28342078522867614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400288282","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016478123,0.0008106488,0.8352582,0.0013570597,0.0013976805,0.002210465,0.0052797613,0.011023603,0.12618458],"genre_scores_gemma":[0.06610914,0.0016648513,0.870837,0.0005360741,0.00013028923,0.0024666956,0.009902411,0.0046015433,0.04375208],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9824483,0.0020409506,0.00086110824,0.000434809,0.0138256615,0.00038921036],"domain_scores_gemma":[0.98170024,0.0019173045,0.00037143112,0.0011807311,0.0146885505,0.00014178647],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008087331,0.0020821136,0.00073259725,0.008651814,0.0018923429,0.0048446925,0.0035490673,0.0022579203,0.012796438],"category_scores_gemma":[0.027005155,0.0012951258,0.0011194188,0.0055106278,0.0011639849,0.0041427403,0.0023390907,0.0024947666,0.011000251],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019443697,0.0004832215,0.011131003,0.0015924046,0.00006480556,0.0006872034,0.0035831395,0.052817002,0.015971204,0.06919902,0.24018763,0.6040889],"study_design_scores_gemma":[0.000092537666,0.00027666008,0.013979808,0.0016870758,0.00011420101,0.00065561396,0.0034471499,0.08953577,0.017434541,0.017277539,0.8551973,0.00030172867],"about_ca_topic_score_codex":0.07250182,"about_ca_topic_score_gemma":0.0900519,"teacher_disagreement_score":0.07250182,"about_ca_system_score_codex":0.0038278988,"about_ca_system_score_gemma":0.013347598,"threshold_uncertainty_score":0.14415967},"labels":[],"label_agreement":null},{"id":"W4401954747","doi":"10.18280/mmep.110808","title":"The Benefits of Using Rubber Material in Two Variances: The Rubberized Concrete and the Natural Rubber Sheet, to Strengthen Concrete Barriers for Crash Energy Absorption","year":2024,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Natural rubber; Crash; Materials science; Composite material; Forensic engineering; Engineering; Computer science","score_opus":0.015411535057209562,"score_gpt":0.22145880719612107,"score_spread":0.2060472721389115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401954747","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9665455,0.0008648804,0.02204983,0.0002778639,0.00003714648,0.00001414831,0.000036698937,0.000057662073,0.010116296],"genre_scores_gemma":[0.9955509,0.00015085834,0.0032644544,0.000008843939,0.0000040127998,0.0000033986173,0.00000784011,0.0000083421555,0.0010013037],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980134,0.000067075984,0.000009049224,0.000034994184,0.00006186429,0.00002569485],"domain_scores_gemma":[0.9995833,0.00016300583,0.000091985145,0.000060780843,0.00006967575,0.000031176292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038309817,0.00037218217,0.00013845527,0.0005121795,0.00035961595,0.00050304946,0.0003126632,0.0005921684,0.0017198421],"category_scores_gemma":[0.0009109714,0.00017626851,0.00036783458,0.00023587883,0.0006253568,0.0009787836,0.00043187145,0.00038519452,0.0002440217],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022169093,0.0007166423,0.008335719,0.00042646116,0.00009598027,0.0006728348,0.00029366656,0.15435636,0.7306142,0.035381272,0.00041515825,0.06647478],"study_design_scores_gemma":[0.00015432831,0.00546278,0.045137648,0.00011849363,0.00062055915,0.0012932016,0.0011649253,0.26838598,0.6530936,0.015783293,0.008586168,0.00019906802],"about_ca_topic_score_codex":0.00088092266,"about_ca_topic_score_gemma":0.0023762723,"teacher_disagreement_score":0.0017198421,"about_ca_system_score_codex":0.00019892406,"about_ca_system_score_gemma":0.00031997476,"threshold_uncertainty_score":0.005753398},"labels":[],"label_agreement":null},{"id":"W4402058428","doi":"10.1061/9780784485583.046","title":"City of Calgary’s Long-Time Feedermain Condition Assessment Program Shows This Is Not Their First Rodeo","year":2024,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer science","score_opus":0.012405853768252663,"score_gpt":0.2665007362122962,"score_spread":0.25409488244404355,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402058428","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34119615,0.00530924,0.011928717,0.043803707,0.0024159322,0.0005855201,0.022356756,0.0037548558,0.5686491],"genre_scores_gemma":[0.5978453,0.004179388,0.018369114,0.0070333225,0.00019580578,0.00014535822,0.010214154,0.00064769626,0.3613699],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99943775,0.000029297142,0.000012460942,0.00009406808,0.00027545032,0.00015085172],"domain_scores_gemma":[0.99801385,0.00013690154,0.00011009069,0.00013747117,0.001314815,0.00028695178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062416535,0.0006085963,0.00027830413,0.0009614905,0.0025392987,0.0035977045,0.00075674715,0.0010082383,0.03601107],"category_scores_gemma":[0.0015881184,0.00036736272,0.00022839058,0.0013861286,0.0008849634,0.0009669721,0.0018017782,0.0012980216,0.003887059],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032884485,0.000148786,0.088225394,0.00029708399,0.000058276495,0.0015588596,0.0023988492,0.0024509632,0.009238154,0.004453378,0.5049904,0.38585103],"study_design_scores_gemma":[0.00003672788,0.00015056622,0.25822058,0.00021185423,0.000032012944,0.00032081973,0.0051370724,0.0011298284,0.0028194466,0.00063943485,0.73122144,0.000080238824],"about_ca_topic_score_codex":0.63523084,"about_ca_topic_score_gemma":0.85827833,"teacher_disagreement_score":0.36476916,"about_ca_system_score_codex":0.0097443545,"about_ca_system_score_gemma":0.008463091,"threshold_uncertainty_score":0.73383474},"labels":[],"label_agreement":null},{"id":"W4402269305","doi":"10.32920/26871364.v1","title":"Structural Performance of Bridge Barrier With Normal and Fiber-Reinforced Concrete","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Structural engineering; Materials science; Composite material; Fiber; Engineering","score_opus":0.0075234496255696184,"score_gpt":0.2058723015796975,"score_spread":0.19834885195412788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402269305","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908805,0.000025050645,0.00037981378,0.000003272264,0.000001899584,0.000002886584,0.000047242247,0.000015325862,0.00043633702],"genre_scores_gemma":[0.99883634,0.00002500653,0.00043473905,0.0000025439683,5.505065e-7,0.0000034868756,0.00014737155,0.0000069950493,0.00054300344],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969995,0.000023670158,0.000015462425,0.0000538311,0.00015374795,0.000053410145],"domain_scores_gemma":[0.9994567,0.00010220754,0.00008265179,0.000058801656,0.00019231344,0.00010729211],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037530725,0.0003737021,0.00028265858,0.00046155325,0.00019782416,0.00028691153,0.00055080216,0.00038032353,0.001501411],"category_scores_gemma":[0.00075504003,0.00019192384,0.00031117516,0.00024432456,0.00034764645,0.00030011006,0.00036262895,0.00022140479,0.00033038633],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012872834,0.00030565835,0.020973057,0.00013972881,0.000040848026,0.00026203305,0.0002172763,0.055635974,0.9118224,0.00043176406,0.00026137513,0.008622572],"study_design_scores_gemma":[0.00010152633,0.008415693,0.15827776,0.00004094452,0.00010958013,0.00041684546,0.00061543874,0.24588686,0.5841789,0.00014780223,0.001729999,0.00007853678],"about_ca_topic_score_codex":0.0033686946,"about_ca_topic_score_gemma":0.0054968493,"teacher_disagreement_score":0.0033686946,"about_ca_system_score_codex":0.0003473839,"about_ca_system_score_gemma":0.00031614592,"threshold_uncertainty_score":0.006698191},"labels":[],"label_agreement":null},{"id":"W4402269528","doi":"10.32920/26871364","title":"Structural Performance of Bridge Barrier With Normal and Fiber-Reinforced Concrete","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Structural engineering; Materials science; Composite material; Fiber; Engineering","score_opus":0.0075234496255696184,"score_gpt":0.2058723015796975,"score_spread":0.19834885195412788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402269528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908805,0.000025050645,0.00037981378,0.000003272264,0.000001899584,0.000002886584,0.000047242247,0.000015325862,0.00043633702],"genre_scores_gemma":[0.99883634,0.00002500653,0.00043473905,0.0000025439683,5.505065e-7,0.0000034868756,0.00014737155,0.0000069950493,0.00054300344],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969995,0.000023670158,0.000015462425,0.0000538311,0.00015374795,0.000053410145],"domain_scores_gemma":[0.9994567,0.00010220754,0.00008265179,0.000058801656,0.00019231344,0.00010729211],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037530725,0.0003737021,0.00028265858,0.00046155325,0.00019782416,0.00028691153,0.00055080216,0.00038032353,0.001501411],"category_scores_gemma":[0.00075504003,0.00019192384,0.00031117516,0.00024432456,0.00034764645,0.00030011006,0.00036262895,0.00022140479,0.00033038633],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012872834,0.00030565835,0.020973057,0.00013972881,0.000040848026,0.00026203305,0.0002172763,0.055635974,0.9118224,0.00043176406,0.00026137513,0.008622572],"study_design_scores_gemma":[0.00010152633,0.008415693,0.15827776,0.00004094452,0.00010958013,0.00041684546,0.00061543874,0.24588686,0.5841789,0.00014780223,0.001729999,0.00007853678],"about_ca_topic_score_codex":0.0033686946,"about_ca_topic_score_gemma":0.0054968493,"teacher_disagreement_score":0.0033686946,"about_ca_system_score_codex":0.0003473839,"about_ca_system_score_gemma":0.00031614592,"threshold_uncertainty_score":0.006698191},"labels":[],"label_agreement":null},{"id":"W4402479825","doi":"10.1201/9781003483755-467","title":"An unconventional barrier design","year":2024,"lang":"en","type":"book-chapter","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer science","score_opus":0.018408574599590867,"score_gpt":0.225382329143369,"score_spread":0.20697375454377814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402479825","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13680449,0.001067496,0.64984745,0.00066169986,0.0005849633,0.00037428955,0.0006990872,0.0016656228,0.2082949],"genre_scores_gemma":[0.72006273,0.00073554605,0.21100506,0.00020065455,0.00003291246,0.0003132693,0.00051982515,0.00034440748,0.06678565],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996753,0.0000407044,0.000015408785,0.000045814442,0.00017745935,0.000045435507],"domain_scores_gemma":[0.99977297,0.000016966102,0.000018889134,0.0000344265,0.00012405725,0.000032691605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002101885,0.00057268026,0.0002419614,0.00044678937,0.00041619464,0.0011055456,0.0010004996,0.00072434,0.009713475],"category_scores_gemma":[0.0004187314,0.00026016487,0.00035603857,0.0003333916,0.00034311335,0.0005287714,0.0007720617,0.00047423528,0.002411909],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042998765,0.00025060883,0.0037470814,0.0012775426,0.00008174861,0.0019750684,0.00057645363,0.15269063,0.38667387,0.14713924,0.019093841,0.286064],"study_design_scores_gemma":[0.00017524614,0.0012487948,0.0049070213,0.00030606025,0.0001538002,0.0026244714,0.0004995379,0.3621084,0.11094399,0.014238959,0.50264347,0.00015024129],"about_ca_topic_score_codex":0.0032517943,"about_ca_topic_score_gemma":0.0065044174,"teacher_disagreement_score":0.009713475,"about_ca_system_score_codex":0.00046870924,"about_ca_system_score_gemma":0.0010932654,"threshold_uncertainty_score":0.032494783},"labels":[],"label_agreement":null},{"id":"W4404712793","doi":"10.1155/atr/6030049","title":"Optimization Design of W‐Beam‐Modified Guardrail Structure Based on the RBF Model and Anticrossing Consideration","year":2024,"lang":"en","type":"article","venue":"Journal of Advanced Transportation","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Chongqing Municipal Education Commission","keywords":"Beam (structure); Engineering; Computer science; Structural engineering","score_opus":0.013982183245872257,"score_gpt":0.23481344938752632,"score_spread":0.22083126614165408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404712793","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19301642,0.0007919671,0.7839657,0.00019353397,0.00006719491,0.000088176064,0.00014913132,0.0003877016,0.021340137],"genre_scores_gemma":[0.93654037,0.00031623594,0.05873271,0.000047945316,0.00000963872,0.00013769307,0.00013832931,0.00005597929,0.004021137],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997912,0.000051581676,0.0000074289046,0.000040575826,0.00005690735,0.00005241616],"domain_scores_gemma":[0.9997788,0.000067133544,0.00004416009,0.000014137248,0.00007542609,0.00002023982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005316794,0.000859194,0.0010064696,0.0006452371,0.0003170572,0.0008769321,0.0008856757,0.0012052428,0.0025178934],"category_scores_gemma":[0.0006049322,0.00049823424,0.00076586794,0.00039550336,0.00044629068,0.0005119413,0.00054950087,0.0004915105,0.00042505754],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004226905,0.000027387838,0.00050554314,0.000056015233,0.000013919286,0.00007385462,0.00002237785,0.98595154,0.0035229186,0.0014901356,0.00028715882,0.008006832],"study_design_scores_gemma":[0.000006187703,0.00004581954,0.00014105649,0.000005091531,0.00000795055,0.000010818254,0.000014998074,0.9988392,0.0004162379,0.00019054896,0.0003179306,0.0000042386678],"about_ca_topic_score_codex":0.0068304734,"about_ca_topic_score_gemma":0.004138566,"teacher_disagreement_score":0.0068304734,"about_ca_system_score_codex":0.00046097834,"about_ca_system_score_gemma":0.00107046,"threshold_uncertainty_score":0.013581455},"labels":[],"label_agreement":null},{"id":"W4405693737","doi":"10.1007/978-3-031-67252-1_103","title":"Investigation of the Relationship Between Impact Resonance Test Results and Air Void Contents of Shear Gyratory Compacted Specimens","year":2024,"lang":"en","type":"book-chapter","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Micromolding Solutions (Canada); École de Technologie Supérieure","funders":"","keywords":"Void (composites); Shear (geology); Materials science; Direct shear test; Geotechnical engineering; Composite material; Geology","score_opus":0.04825783433488552,"score_gpt":0.24291507092298006,"score_spread":0.19465723658809453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405693737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98602194,0.0005695668,0.009588474,0.000026012905,0.000011094299,0.0000143526,0.00012256934,0.00016089663,0.0034851688],"genre_scores_gemma":[0.99649197,0.00010700016,0.0013747928,0.000007154686,0.000003475379,0.0000050463177,0.000091621296,0.00001595389,0.0019029755],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974865,0.000031959975,0.000013524627,0.000045099165,0.00014230241,0.000018493734],"domain_scores_gemma":[0.99791235,0.0013917555,0.00022760543,0.0001438204,0.00028837236,0.00003607239],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035719344,0.00019314833,0.00019961756,0.0005970465,0.00018901666,0.0002468574,0.00051457656,0.00034989262,0.0016550047],"category_scores_gemma":[0.0012067035,0.00021190071,0.00012526679,0.00044056194,0.00035077485,0.0005141358,0.00019083155,0.00025097132,0.0003721838],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00066226185,0.0001139334,0.010888135,0.000114109556,0.000023100223,0.00033744896,0.00028174193,0.003660292,0.96502334,0.00025407545,0.0001955228,0.018446088],"study_design_scores_gemma":[0.00001224474,0.0018858562,0.1235478,0.00002032858,0.00008184194,0.00083979813,0.00044739986,0.033776425,0.8378743,0.0002399301,0.001238133,0.000035900954],"about_ca_topic_score_codex":0.00086346304,"about_ca_topic_score_gemma":0.0019189279,"teacher_disagreement_score":0.0016550047,"about_ca_system_score_codex":0.00016696342,"about_ca_system_score_gemma":0.000097388605,"threshold_uncertainty_score":0.0055365562},"labels":[],"label_agreement":null},{"id":"W4406511355","doi":"10.1016/s0197-2510(09)70281-5","title":"10.1016/s0197-2510(09)70281-5","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Collision; Computer science; Transport engineering; Computer security; Engineering","score_opus":0.0035246513885971815,"score_gpt":0.15283318746032393,"score_spread":0.14930853607172676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406511355","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00048260222,0.00035172832,0.00078197557,0.00033270047,0.0002611959,0.00008060648,0.0007029111,0.0008208621,0.9961855],"genre_scores_gemma":[0.0007466814,0.00016827599,0.00032097957,0.00013274999,0.000047210935,0.000042930125,0.00038154962,0.00012684103,0.99803275],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99938416,0.000041134812,0.000050305356,0.00019926614,0.00019154484,0.0001335743],"domain_scores_gemma":[0.99824154,0.00042433734,0.00013445366,0.00019215822,0.00044396057,0.00056348136],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0009586269,0.002186012,0.0014705284,0.0027118358,0.002168794,0.0038950765,0.0030632156,0.0055643446,0.9871725],"category_scores_gemma":[0.0016236015,0.00083383557,0.0011618885,0.0027543695,0.0016102132,0.0045742528,0.002518084,0.002109485,0.9916347],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028205075,0.00020128886,0.0010522429,0.00053321215,0.00003728014,0.00024072189,0.00012394367,0.00054129504,0.0021108054,0.0074650254,0.30861163,0.6788006],"study_design_scores_gemma":[0.00003786687,0.000111295005,0.0006646521,0.00031851316,0.000013916752,0.00030263508,0.00013357654,0.00028244223,0.00043848742,0.0006811963,0.9969945,0.000020926056],"about_ca_topic_score_codex":0.0050973417,"about_ca_topic_score_gemma":0.0035844643,"teacher_disagreement_score":0.012827516,"about_ca_system_score_codex":0.0012035513,"about_ca_system_score_gemma":0.0014233231,"threshold_uncertainty_score":0.018296838},"labels":[],"label_agreement":null},{"id":"W4406891231","doi":"10.1177/03611981241312216","title":"Vehicle Collision Load Design Demands for Deck Overhangs with Parapet Railings","year":2025,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Deck; Collision; Engineering; Structural engineering; Forensic engineering; Automotive engineering; Computer science; Computer security","score_opus":0.06294678800502228,"score_gpt":0.35949589595201925,"score_spread":0.29654910794699696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406891231","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9337616,0.00007510801,0.053064268,0.00005992429,0.000016337548,0.00010926306,0.0005491067,0.00035265068,0.012011674],"genre_scores_gemma":[0.9847942,0.00006876032,0.009385103,0.000015185058,0.000004752668,0.0000402871,0.00055535184,0.000056568464,0.0050798254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992976,0.00006959514,0.000049521863,0.00008992669,0.00040818524,0.000085087224],"domain_scores_gemma":[0.999257,0.00018975533,0.000094473304,0.00005653511,0.00036849498,0.00003381759],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061230594,0.00038834347,0.00042659565,0.0012890067,0.00044511762,0.0009021974,0.0006579731,0.0003270666,0.0039395234],"category_scores_gemma":[0.001397128,0.00032676582,0.00034375145,0.0006577007,0.00022171956,0.00048312274,0.00060903816,0.00028267744,0.0006785726],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010268132,0.00034424238,0.12473383,0.00048394685,0.00006875717,0.00095257536,0.0007333678,0.5281579,0.15258014,0.0051947017,0.0029628156,0.18276097],"study_design_scores_gemma":[0.00010046598,0.0019507988,0.14980473,0.00006147837,0.00010659887,0.00087047287,0.0018641071,0.7073373,0.12029842,0.0033526737,0.014128202,0.000124748],"about_ca_topic_score_codex":0.006729332,"about_ca_topic_score_gemma":0.02133976,"teacher_disagreement_score":0.006729332,"about_ca_system_score_codex":0.0010265841,"about_ca_system_score_gemma":0.0010603742,"threshold_uncertainty_score":0.013380349},"labels":[],"label_agreement":null},{"id":"W4408235931","doi":"10.1109/mvt.2024.3524126","title":"March 2025 Land Transportation News [Transportation Systems]","year":2025,"lang":"en","type":"article","venue":"IEEE Vehicular Technology Magazine","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Transport engineering; Intelligent transportation system; Telecommunications; Land use; Business; Advanced Traffic Management System; Environmental planning; Computer science; Engineering; Environmental science; Civil engineering","score_opus":0.006340545077992073,"score_gpt":0.2262077609714067,"score_spread":0.21986721589341465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408235931","genre_codex":"other","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0026544097,0.0037978846,0.0010287828,0.08768711,0.14983383,0.00016259114,0.011828323,0.0018639452,0.7411431],"genre_scores_gemma":[0.0046113725,0.0012931525,0.00026815067,0.012071452,0.0069327196,0.000037374863,0.0041608023,0.00021144417,0.9704137],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99951255,0.00003374582,0.000015094438,0.000038965263,0.00029803865,0.00010162192],"domain_scores_gemma":[0.9990363,0.00008068943,0.000046771973,0.000038082286,0.00062868535,0.00016947743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069674075,0.0009454416,0.0005214096,0.0013767305,0.0020051454,0.0057431874,0.00070063,0.0044622202,0.16924359],"category_scores_gemma":[0.0025481016,0.00033807594,0.0005922441,0.0011505564,0.00037113574,0.0013542358,0.00081282697,0.0034045295,0.106633864],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018140969,0.0000078142775,0.000058867052,0.00001499827,0.0000014376171,0.000024869083,0.00000463224,0.000024163299,0.000039809038,0.00039646652,0.9949438,0.004465058],"study_design_scores_gemma":[0.000008013947,0.000012108561,0.0007126125,0.000034816876,0.0000041372314,0.00000898315,0.00003279338,0.00010073925,0.00006713369,0.00026175115,0.9987527,0.000004242668],"about_ca_topic_score_codex":0.04090285,"about_ca_topic_score_gemma":0.13562043,"teacher_disagreement_score":0.16924359,"about_ca_system_score_codex":0.002199419,"about_ca_system_score_gemma":0.002963233,"threshold_uncertainty_score":0.5661762},"labels":[],"label_agreement":null},{"id":"W4408437722","doi":"10.5194/egusphere-egu25-6397","title":"Active Removal of Harmful Radiation Belts byRocket Engine Burns Over Ground VLF Transmitters","year":2025,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Radiation; Environmental science; Automotive engineering; Acoustics; Physics; Engineering; Optics","score_opus":0.008311208119044768,"score_gpt":0.2372494230271625,"score_spread":0.22893821490811775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408437722","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97752804,0.00007649018,0.009077212,0.000068078116,0.000024607843,0.000057206384,0.00010583172,0.00044446898,0.012618017],"genre_scores_gemma":[0.9884898,0.000059121805,0.0038800088,0.000034373214,0.0000037769723,0.000016764425,0.00009728935,0.000044019096,0.00737499],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998679,0.000008248562,0.000003220433,0.000015308278,0.00006766102,0.00003756992],"domain_scores_gemma":[0.99989796,0.000018721737,0.000021312899,0.00002082312,0.000025268526,0.000015926023],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010936468,0.00020494846,0.00019119908,0.00025981735,0.000405937,0.0003609025,0.00042816967,0.0002789515,0.004061119],"category_scores_gemma":[0.00024367319,0.00010179015,0.00024508283,0.00015621545,0.0002948351,0.00029067916,0.0003199287,0.00029672953,0.0005330591],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00084606255,0.00023694684,0.015321223,0.00020243725,0.000037442944,0.00093272445,0.00050744874,0.026377313,0.87525576,0.0016569928,0.0021625713,0.07646307],"study_design_scores_gemma":[0.00008184207,0.0012791861,0.04526944,0.00003213441,0.000036074147,0.0004547495,0.00071021414,0.05179814,0.8813361,0.0005793576,0.018390674,0.000032179243],"about_ca_topic_score_codex":0.004697222,"about_ca_topic_score_gemma":0.010506661,"teacher_disagreement_score":0.004697222,"about_ca_system_score_codex":0.00050337875,"about_ca_system_score_gemma":0.00030685478,"threshold_uncertainty_score":0.0135858655},"labels":[],"label_agreement":null},{"id":"W4408445581","doi":"10.5194/egusphere-egu25-2044","title":"A New Method for Calculating Highway Blocking due to High Impact Weather Conditions","year":2025,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Blocking (statistics); Environmental science; Computer science; Meteorology; Geography; Computer network","score_opus":0.016407157416122614,"score_gpt":0.3365239467124144,"score_spread":0.32011678929629184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408445581","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04980711,0.00019189452,0.94354284,0.00006300772,0.00009878562,0.00020863672,0.0005148614,0.0010185854,0.004554327],"genre_scores_gemma":[0.46487772,0.0003959277,0.52666515,0.000052691725,0.0000755379,0.0005553355,0.0015959379,0.0003205455,0.0054611014],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99777347,0.00034868714,0.00017692507,0.0004381701,0.0010896337,0.0001730907],"domain_scores_gemma":[0.9967169,0.0008254074,0.00041999193,0.00022002477,0.0017020042,0.000115668365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017442793,0.00095985155,0.00063293293,0.0046989834,0.0008551279,0.0012086377,0.00089653255,0.0005370703,0.002075805],"category_scores_gemma":[0.006296146,0.0004915937,0.0009037856,0.0033426734,0.000542748,0.0014001129,0.0008691177,0.0007991757,0.0005570074],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049119943,0.00030243368,0.10126303,0.0009243128,0.00042360963,0.00036130665,0.002068887,0.22319452,0.034745317,0.020514062,0.011339868,0.6043716],"study_design_scores_gemma":[0.000035010882,0.00013407739,0.044801645,0.0000532807,0.00012869673,0.00029869372,0.00051505945,0.9272173,0.010593194,0.005448373,0.010656573,0.000118152035],"about_ca_topic_score_codex":0.021999052,"about_ca_topic_score_gemma":0.017999873,"teacher_disagreement_score":0.021999052,"about_ca_system_score_codex":0.0010765042,"about_ca_system_score_gemma":0.0017437297,"threshold_uncertainty_score":0.043742},"labels":[],"label_agreement":null},{"id":"W4408487303","doi":"10.5194/egusphere-egu25-16368","title":"Active-layer detachment failures and the vulnerability of infrastructure in Alaska and northwestern Canada","year":2025,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Yukon Department of Environment; Yukon University; Geological Survey of Canada","funders":"","keywords":"Vulnerability (computing); Layer (electronics); Geography; Computer science; Computer security; Materials science","score_opus":0.004890347282817439,"score_gpt":0.21749026969871357,"score_spread":0.21259992241589615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408487303","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99705976,0.0001337727,0.00017204839,0.00008380124,0.0000036377512,0.000006304273,0.0007495211,0.000014394323,0.0017766968],"genre_scores_gemma":[0.99875426,0.00012824207,0.00014999296,0.000011003181,0.0000012589987,0.0000032796606,0.00037866662,0.0000033908752,0.0005698307],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997751,0.000017770393,0.000016888072,0.000046464065,0.000060626804,0.00008309993],"domain_scores_gemma":[0.9987387,0.0002037854,0.00022949865,0.00004983338,0.0005053581,0.00027278523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040312976,0.00032609486,0.0002201695,0.0015879628,0.0019675826,0.0014788758,0.0005736672,0.00031742192,0.0015895299],"category_scores_gemma":[0.001883237,0.00017929824,0.00039683157,0.0020013712,0.00088351377,0.00043238784,0.0010521425,0.00036788246,0.0001140905],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006113729,0.000025319892,0.9706442,0.000018337549,0.00006887433,0.0003305246,0.0007240565,0.02072252,0.00032071827,0.0005313083,0.0006358258,0.0059171957],"study_design_scores_gemma":[0.000006951555,0.000025105594,0.9584411,0.000050180053,0.000057635447,0.0001494699,0.00586657,0.032397103,0.00027256276,0.0007109566,0.0019833248,0.00003901409],"about_ca_topic_score_codex":0.97994643,"about_ca_topic_score_gemma":0.98751915,"teacher_disagreement_score":0.020053566,"about_ca_system_score_codex":0.012381102,"about_ca_system_score_gemma":0.011105317,"threshold_uncertainty_score":0.08983165},"labels":[],"label_agreement":null},{"id":"W4409792466","doi":"10.1139/cjce-2024-0269","title":"Laboratory study on an eRoad pavement structure utilizing accelerated loading tests","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Université Laval; École de Technologie Supérieure","funders":"","keywords":"Structural engineering; Environmental science; Engineering; Forensic engineering; Geotechnical engineering; Civil engineering","score_opus":0.012343019705214566,"score_gpt":0.23489717691620676,"score_spread":0.2225541572109922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409792466","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873275,0.000015159205,0.00088507147,0.000006142989,0.000003984999,0.000022322914,0.00007974741,0.000027901677,0.00022689626],"genre_scores_gemma":[0.99775594,0.0000308594,0.0013096846,0.0000068744434,0.0000018890951,0.000019552244,0.00010405795,0.000005907187,0.00076527003],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962676,0.000042695374,0.000017966193,0.00008643122,0.00014839225,0.00007778064],"domain_scores_gemma":[0.99933076,0.000096982476,0.000100512654,0.000098087505,0.00028887123,0.00008474465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032633124,0.00054736243,0.00032820983,0.00040037648,0.0004783369,0.0002783771,0.00069823704,0.00047136552,0.001044893],"category_scores_gemma":[0.000483589,0.00020417121,0.00029072908,0.0002689058,0.0005166907,0.00021815633,0.0003002795,0.0003553224,0.00027720517],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026927434,0.00041423383,0.005743701,0.00005121338,0.00001232591,0.00043794914,0.00035962154,0.0044778464,0.9849015,0.000062014784,0.00008987208,0.0031805027],"study_design_scores_gemma":[0.000064552725,0.012003567,0.05980547,0.0000128559695,0.000050564813,0.00025854036,0.00080657634,0.01422151,0.91128635,0.00006017727,0.0013954677,0.000034416105],"about_ca_topic_score_codex":0.006818405,"about_ca_topic_score_gemma":0.012224613,"teacher_disagreement_score":0.006818405,"about_ca_system_score_codex":0.0005094303,"about_ca_system_score_gemma":0.00038128736,"threshold_uncertainty_score":0.013557434},"labels":[],"label_agreement":null},{"id":"W4409799977","doi":"10.11159/icgre25.172","title":"Numerical Failure Analysis of Cut and Cover Tunnel Against Surface Blast","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Cover (algebra); Forensic engineering; Computer science; Environmental science; Materials science; Engineering; Mechanical engineering","score_opus":0.0026911586407314713,"score_gpt":0.17732233711585815,"score_spread":0.17463117847512669,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799977","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9702527,0.00011234365,0.023812054,0.000052803858,0.000024295043,0.000033569326,0.0001295336,0.00017523939,0.005407509],"genre_scores_gemma":[0.9962619,0.00003939162,0.0024075047,0.000005158396,0.0000019573292,0.000013105601,0.000055546538,0.0000107959295,0.0012047372],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998554,0.000026196005,0.0000068224294,0.000018552151,0.000060219016,0.000032817443],"domain_scores_gemma":[0.999645,0.0001298863,0.000061239254,0.00002715802,0.000098948454,0.00003779345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003683671,0.00036792594,0.0004009733,0.0007721886,0.00036058077,0.0005060391,0.00040755156,0.00078389584,0.0017518463],"category_scores_gemma":[0.0009385134,0.00017716899,0.00034829215,0.00027137392,0.00062371755,0.0002269105,0.0003536565,0.0002063837,0.0002703139],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010563575,0.00004615056,0.0047701984,0.000056130655,0.000014751181,0.0003282622,0.00010146449,0.9659207,0.02136494,0.0010493511,0.00024757342,0.005994795],"study_design_scores_gemma":[0.0000032625271,0.000048826936,0.0012017745,0.0000058294218,0.0000030310728,0.000034942055,0.000033816366,0.9970391,0.0013494691,0.00014164862,0.00013309548,0.0000051749944],"about_ca_topic_score_codex":0.0048299283,"about_ca_topic_score_gemma":0.0025482131,"teacher_disagreement_score":0.0048299283,"about_ca_system_score_codex":0.00038506128,"about_ca_system_score_gemma":0.00048436865,"threshold_uncertainty_score":0.009603679},"labels":[],"label_agreement":null},{"id":"W4410240360","doi":"10.1177/03611981251315688","title":"Investigation and Evaluation of a MASH TL-4 Precast Concrete Bridge Railing","year":2025,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safe Engineering Services & Technologies (Canada)","funders":"","keywords":"Precast concrete; Bridge (graph theory); Forensic engineering; Engineering; Structural engineering; Medicine; Internal medicine","score_opus":0.12768051355619503,"score_gpt":0.38863964245921173,"score_spread":0.2609591289030167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410240360","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952053,0.000035591314,0.0032250276,0.000020799129,0.000009557526,0.00008539093,0.00010855591,0.00011020887,0.0011995177],"genre_scores_gemma":[0.990471,0.00005390805,0.0072253128,0.000014300241,0.0000015137554,0.00004294184,0.00021998354,0.000019270054,0.001951682],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994924,0.00003893049,0.000021074778,0.000055394106,0.00033505127,0.000057083],"domain_scores_gemma":[0.9994623,0.00006622069,0.00005963577,0.00008973289,0.0002457302,0.00007636587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067720166,0.00026631355,0.00026229635,0.00047137588,0.00031582086,0.0003237632,0.00069515593,0.00049876975,0.0015515153],"category_scores_gemma":[0.00086853036,0.0002041829,0.00026075836,0.00020940935,0.00037884535,0.0002985963,0.00041483185,0.00036494198,0.0004200858],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036779614,0.00040644634,0.012937452,0.00020268849,0.000018516706,0.0005970951,0.00023202629,0.036871698,0.92103165,0.0010384169,0.00046970183,0.02582646],"study_design_scores_gemma":[0.00010857708,0.012833214,0.06102895,0.00004379357,0.00007716881,0.0005699263,0.0005965168,0.12611765,0.7892879,0.00027495017,0.009002687,0.000058628935],"about_ca_topic_score_codex":0.003209682,"about_ca_topic_score_gemma":0.010238126,"teacher_disagreement_score":0.003209682,"about_ca_system_score_codex":0.00058184756,"about_ca_system_score_gemma":0.0008207064,"threshold_uncertainty_score":0.0063819885},"labels":[],"label_agreement":null},{"id":"W4410308146","doi":"10.18280/ijsse.150309","title":"Performance of Chain Energy-Absorbing Anti-Impact Brackets","year":2025,"lang":"en","type":"article","venue":"International Journal of Safety and Security Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Chain (unit); Energy (signal processing); Automotive engineering; Computer science; Engineering; Physics","score_opus":0.0030306576645738846,"score_gpt":0.21340731578931155,"score_spread":0.21037665812473766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410308146","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956215,0.000086359876,0.0032073143,0.000016035217,0.000018715129,0.000008185795,0.00006064222,0.00011220941,0.0008690421],"genre_scores_gemma":[0.9976392,0.000045625915,0.0011771001,0.000008190572,0.0000032620885,0.00000544982,0.000060433966,0.000007134929,0.0010537304],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998184,0.000011635067,0.000012339461,0.00003817827,0.00008028695,0.00003904385],"domain_scores_gemma":[0.9997242,0.000042755604,0.00006800681,0.00003457498,0.000077257544,0.000053193566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016838843,0.00048476888,0.0002789273,0.0004031576,0.00016327514,0.00024070345,0.00076563255,0.0003849218,0.003395215],"category_scores_gemma":[0.00040351925,0.00016659018,0.00020260488,0.00018557611,0.00018942947,0.0003936771,0.00037559305,0.00017104443,0.00066183216],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016563776,0.00020483369,0.006460788,0.00017657768,0.000038076392,0.00042972938,0.00011906507,0.015762622,0.9280266,0.0004306229,0.00050015905,0.04619458],"study_design_scores_gemma":[0.00007275797,0.00576851,0.015653012,0.000020902162,0.00006605113,0.00030721448,0.00016194857,0.08967585,0.8849914,0.000114109476,0.0031222673,0.00004588818],"about_ca_topic_score_codex":0.00033547357,"about_ca_topic_score_gemma":0.0005763203,"teacher_disagreement_score":0.003395215,"about_ca_system_score_codex":0.00014215872,"about_ca_system_score_gemma":0.00013950272,"threshold_uncertainty_score":0.0113582015},"labels":[],"label_agreement":null},{"id":"W4412120256","doi":"10.5194/epsc-dps2025-971","title":"Characterizing Physical and Material Properties of Decameter-Size Earth Impactors","year":2025,"lang":"en","type":"preprint","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Earth (classical element); Materials science; Physics; Astrobiology; Environmental science; Astronomy","score_opus":0.013324105330061236,"score_gpt":0.22162844727400502,"score_spread":0.2083043419439438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412120256","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.992829,0.00044405228,0.001627362,0.00003032294,0.000008670775,0.000011200343,0.0024627717,0.00005417628,0.0025326048],"genre_scores_gemma":[0.9955663,0.00023256293,0.0006170484,0.000016812293,0.000008558683,0.000005737228,0.002900861,0.00002109772,0.0006310696],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99986184,0.000007813989,0.0000056496838,0.00004616587,0.000043106822,0.000035453122],"domain_scores_gemma":[0.9995753,0.00004883839,0.00014735715,0.000049830338,0.00011980051,0.000058807513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020486914,0.0003374226,0.00025655326,0.0019281518,0.00029856528,0.0006285276,0.00038604296,0.00025159665,0.0016187832],"category_scores_gemma":[0.0008877787,0.00016671715,0.00021878605,0.0016825966,0.00027314294,0.00068757194,0.0006223174,0.00031847833,0.00091037777],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009854028,0.000052479034,0.96435136,0.000059332,0.000079138044,0.00019445126,0.0003651748,0.0017369606,0.009868182,0.00025545416,0.0012288678,0.021709975],"study_design_scores_gemma":[0.0000020899736,0.000036037873,0.99206626,0.000012124015,0.0000242338,0.00022565616,0.0004406532,0.0025910176,0.0018180119,0.00016707118,0.002604784,0.000012035311],"about_ca_topic_score_codex":0.0049677296,"about_ca_topic_score_gemma":0.006858274,"teacher_disagreement_score":0.0049677296,"about_ca_system_score_codex":0.0002712676,"about_ca_system_score_gemma":0.00011565503,"threshold_uncertainty_score":0.009877622},"labels":[],"label_agreement":null},{"id":"W4413040426","doi":"10.1177/03611981251349440","title":"Safety Effectiveness of High Friction Surface Treatment at Signalized Intersections in British Columbia","year":2025,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Health; Ministry of Transportation of Ontario","funders":"","keywords":"Forensic engineering; Transport engineering; Engineering","score_opus":0.027588183158268297,"score_gpt":0.3237456933014678,"score_spread":0.2961575101431995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413040426","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976199,0.000116784155,0.00030999642,0.00006595329,0.0000041085996,0.00009502139,0.0002255952,0.000023050332,0.0015395329],"genre_scores_gemma":[0.997235,0.0001242706,0.0005004704,0.000039085848,0.0000013981463,0.000047689133,0.00031199167,0.000007709161,0.0017324551],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9953057,0.0013351465,0.0001464438,0.0005453343,0.0017979316,0.0008694146],"domain_scores_gemma":[0.99509084,0.00089023774,0.0004839509,0.00023460144,0.0028591019,0.00044128823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020201018,0.0006803429,0.00097440905,0.0012874649,0.0020448617,0.0012556232,0.001834073,0.0007505238,0.0017390837],"category_scores_gemma":[0.0063464832,0.00041085112,0.00048877246,0.0015574523,0.001635767,0.00041238748,0.0009489042,0.00078333425,0.00025617002],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0073557533,0.0052354787,0.6960215,0.0008302404,0.0009172914,0.0010162068,0.0033522213,0.070909396,0.014054201,0.0013324205,0.0048539434,0.19412127],"study_design_scores_gemma":[0.00027871522,0.0044400054,0.9530007,0.00011823218,0.00038999604,0.00007289293,0.003975707,0.02969564,0.005384851,0.0002963964,0.0022205384,0.00012638337],"about_ca_topic_score_codex":0.96670973,"about_ca_topic_score_gemma":0.9863442,"teacher_disagreement_score":0.033290267,"about_ca_system_score_codex":0.030234322,"about_ca_system_score_gemma":0.027204923,"threshold_uncertainty_score":0.21936637},"labels":[],"label_agreement":null},{"id":"W4413937233","doi":"10.1680/cpid.61293.597","title":"Validation of the Tunnel Pressure Signature of the Crossrail Class 345 Train","year":2016,"lang":"en","type":"book-chapter","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bombardier (Canada)","funders":"","keywords":"Signature (topology); Class (philosophy); Engineering; Geology; Structural engineering; Geotechnical engineering; Computer science; Mathematics; Artificial intelligence; Geometry","score_opus":0.008681400176787073,"score_gpt":0.19156431451949846,"score_spread":0.1828829143427114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413937233","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96391773,0.000063920845,0.026225071,0.000047925754,0.00007838911,0.000064502834,0.00095665077,0.00057242287,0.008073444],"genre_scores_gemma":[0.9900439,0.00003209086,0.0053576105,0.000015906715,0.000007967367,0.00001917933,0.000807703,0.00009701086,0.0036186278],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996107,0.000040884886,0.000010970111,0.00007182889,0.00021777624,0.000047803154],"domain_scores_gemma":[0.9993544,0.000112920396,0.000040494364,0.000091059774,0.00033516836,0.00006596678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005036295,0.00033153803,0.00026124064,0.00069237046,0.00045506703,0.0007801001,0.00070177874,0.0006281548,0.0038970266],"category_scores_gemma":[0.0010480604,0.00017456047,0.00022575876,0.00043972975,0.00033735717,0.0004907683,0.0005650352,0.00047591212,0.0012738615],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001487553,0.00090570917,0.10200371,0.0003360338,0.000104365805,0.0007140616,0.0016160216,0.033003274,0.5756328,0.0016846487,0.005937614,0.2765742],"study_design_scores_gemma":[0.0000860744,0.0024891705,0.3748937,0.000119571676,0.000115781586,0.0012448697,0.0017901087,0.2786022,0.3211336,0.0009119599,0.018460726,0.00015227769],"about_ca_topic_score_codex":0.0034170337,"about_ca_topic_score_gemma":0.005061674,"teacher_disagreement_score":0.0038970266,"about_ca_system_score_codex":0.00026110242,"about_ca_system_score_gemma":0.00044370355,"threshold_uncertainty_score":0.013036907},"labels":[],"label_agreement":null},{"id":"W4414224807","doi":"10.52202/081621-0019","title":"Relative Effect of Ballistic Plate Coverage on the Protection System Performance","year":2025,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Defence Research and Development Canada","funders":"","keywords":"Noise (video); Measure (data warehouse); Current (fluid); Shock absorber; Power (physics)","score_opus":0.005011616951151595,"score_gpt":0.19024406481280134,"score_spread":0.18523244786164975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414224807","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993171,0.00019015641,0.0036996282,0.000030250361,0.00001784564,0.000008898799,0.00011361615,0.00012051408,0.0026479843],"genre_scores_gemma":[0.99919146,0.000035637317,0.00025921548,0.0000058713404,0.0000031265233,0.0000023041318,0.00004703758,0.000011951655,0.0004434111],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954563,0.00008577823,0.000014949155,0.000074612464,0.000114237264,0.00016482799],"domain_scores_gemma":[0.99811697,0.00096816017,0.00016218827,0.00017485248,0.0004259247,0.00015194809],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004186919,0.0005404853,0.00042500068,0.00052313926,0.00040431783,0.0006605992,0.00040297973,0.00048601997,0.0053136866],"category_scores_gemma":[0.0027469217,0.00018644554,0.00028198297,0.0003358414,0.00044146623,0.0005067627,0.0005166607,0.000232719,0.00071101927],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.012028696,0.00025452726,0.028747939,0.0005634153,0.00023243918,0.0007576081,0.00032670607,0.3022972,0.59224623,0.0007987625,0.00093644054,0.060810015],"study_design_scores_gemma":[0.00010853803,0.007999773,0.17297821,0.00007064442,0.0005381671,0.00082296034,0.0013011274,0.19834337,0.6150105,0.00049295725,0.00225269,0.00008109161],"about_ca_topic_score_codex":0.0032192036,"about_ca_topic_score_gemma":0.0021022772,"teacher_disagreement_score":0.0053136866,"about_ca_system_score_codex":0.00033047269,"about_ca_system_score_gemma":0.0003390032,"threshold_uncertainty_score":0.017776072},"labels":[],"label_agreement":null},{"id":"W54617552","doi":"","title":"CRASH DECK SOLUTION PROVIDES SUPPORT FOR A14 BRIDGE STRENGTHENING","year":2003,"lang":"en","type":"article","venue":"CONCRETE","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Deck; Crash; Engineering; Structural engineering; Spall; Bridge deck; Forensic engineering; Girder; Bridge (graph theory); Computer science","score_opus":0.019745226461315588,"score_gpt":0.24342433648930403,"score_spread":0.22367911002798846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W54617552","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.720544,0.0004775969,0.059919406,0.0009542009,0.0009906236,0.0022845538,0.00877108,0.021665249,0.18439327],"genre_scores_gemma":[0.7316351,0.0002599247,0.037097555,0.00026297834,0.00015627693,0.0006241701,0.008209684,0.0012563991,0.22049792],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99918526,0.000074962576,0.000051545892,0.00010314445,0.0004239635,0.00016113353],"domain_scores_gemma":[0.998024,0.00020645424,0.00008359805,0.00033097115,0.001074195,0.00028080266],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006161797,0.00091014366,0.0005722921,0.0014391054,0.0011160239,0.0007186641,0.0012893976,0.0006631311,0.10227651],"category_scores_gemma":[0.0018065848,0.0005067289,0.00038826204,0.00035422624,0.00028643812,0.00053844065,0.0016299698,0.0006943306,0.018664854],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002610022,0.001414274,0.038263984,0.00069384376,0.00006148483,0.00470328,0.0011744567,0.007724638,0.18371177,0.006202427,0.17741542,0.57602453],"study_design_scores_gemma":[0.0008920482,0.0073056095,0.1496065,0.00020229748,0.00014463451,0.005498127,0.0023201916,0.023838835,0.12095353,0.0014909832,0.68749017,0.00025721212],"about_ca_topic_score_codex":0.003669816,"about_ca_topic_score_gemma":0.008310951,"teacher_disagreement_score":0.10227651,"about_ca_system_score_codex":0.00042068047,"about_ca_system_score_gemma":0.0012772243,"threshold_uncertainty_score":0.34214902},"labels":[],"label_agreement":null},{"id":"W568005449","doi":"","title":"Mississauga Civic Centre Key Initiatives 2012","year":2012,"lang":"en","type":"article","venue":"2012 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: INNOVATIONS AND OPPORTUNITIES","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Boulevard; Downtown; Plan (archaeology); City centre; The arts; Public administration; Political science; Geography; Engineering; Civil engineering; Archaeology","score_opus":0.023514961727660277,"score_gpt":0.2094338095432643,"score_spread":0.18591884781560403,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W568005449","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0034214784,0.0021404848,0.00088503235,0.010865216,0.009844845,0.000782178,0.007337753,0.0009805089,0.96374255],"genre_scores_gemma":[0.0064304117,0.00061356404,0.00064278825,0.0008597955,0.00041170666,0.00021053385,0.003574651,0.00019638964,0.9870602],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9967464,0.0002473803,0.00012269593,0.00036100496,0.0014829446,0.0010395609],"domain_scores_gemma":[0.99489754,0.00014888888,0.00012423165,0.00028835182,0.0020967042,0.0024442566],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0024755427,0.0010129348,0.000560504,0.0017239224,0.0116321985,0.014318102,0.002065935,0.0041108388,0.3392387],"category_scores_gemma":[0.0039613424,0.0007888325,0.00050725444,0.0020344616,0.0008723933,0.002557132,0.0052766893,0.003435855,0.12501438],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001927987,0.000024232586,0.0002155697,0.000066921144,0.0000011049193,0.00009356418,0.00023145236,0.00001738691,0.000140659,0.0035092994,0.98226464,0.013415852],"study_design_scores_gemma":[0.0000019556214,0.000006902036,0.000536392,0.0000158065,4.1423195e-7,0.000012631193,0.0001574305,0.000011398889,0.000036458565,0.000045341494,0.9991722,0.0000031481638],"about_ca_topic_score_codex":0.23306853,"about_ca_topic_score_gemma":0.4634419,"teacher_disagreement_score":0.7669315,"about_ca_system_score_codex":0.012519516,"about_ca_system_score_gemma":0.01824406,"threshold_uncertainty_score":0.9424958},"labels":[],"label_agreement":null},{"id":"W569831989","doi":"","title":"Richard Tay's Contribution to Road Safety","year":2009,"lang":"en","type":"article","venue":"2009 ANNUAL CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION IN A CLIMATE OF CHANGE","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Signage; Enforcement; Reputation; Transport engineering; Engineering; Geography; Political science; Business; Advertising; Law","score_opus":0.011634363131607935,"score_gpt":0.2208051252380956,"score_spread":0.20917076210648766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W569831989","genre_codex":"commentary","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0008307145,0.036012616,0.0019543234,0.7869666,0.11361002,0.000029374356,0.000093419825,0.00014887642,0.06035398],"genre_scores_gemma":[0.057656832,0.07821656,0.0054899333,0.29542816,0.11761404,0.00010264785,0.00016463464,0.00038114924,0.44494602],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.98918915,0.002281579,0.0004267615,0.0013530627,0.005788393,0.0009611163],"domain_scores_gemma":[0.9789811,0.004299136,0.00065865874,0.0007950403,0.009661601,0.0056045614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004869753,0.00095567864,0.0008853944,0.0015267208,0.0049258634,0.0062220204,0.0016113964,0.0067411573,0.012203786],"category_scores_gemma":[0.019333383,0.0005036106,0.0007612515,0.0009067001,0.0035453124,0.0025119295,0.0033282724,0.016955687,0.0072347326],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008303178,0.000012638011,0.00016810218,0.000054670898,0.000007154184,0.00009425829,0.0002973263,0.0001008301,0.000044247758,0.0064644907,0.97196895,0.020779118],"study_design_scores_gemma":[0.0000023455127,0.0000089590085,0.00018942768,0.00007170075,0.0000039313186,0.00028659301,0.00020616177,0.000065464454,0.000046880738,0.0018831778,0.9972263,0.000009108776],"about_ca_topic_score_codex":0.03180031,"about_ca_topic_score_gemma":0.038295384,"teacher_disagreement_score":0.9681997,"about_ca_system_score_codex":0.005407095,"about_ca_system_score_gemma":0.017280722,"threshold_uncertainty_score":0.063230395},"labels":[],"label_agreement":null},{"id":"W571704365","doi":"","title":"Operating and Maintaining Median High Tension Cable Barrier on Highway 2 in Alberta","year":2013,"lang":"en","type":"article","venue":"2013 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: BETTER - FASTER - SAFER","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Truck; High tension; Warranty; Tension (geology); Engineering; Transport engineering; Operations management; Automotive engineering; Political science; Law","score_opus":0.005321664912398034,"score_gpt":0.17361374617324304,"score_spread":0.16829208126084502,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W571704365","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97577196,0.0003052029,0.0011018863,0.00024310465,0.000026932865,0.00012283915,0.00021178724,0.00008797088,0.022128263],"genre_scores_gemma":[0.9807163,0.0005619635,0.0035557447,0.0000711139,0.000007462769,0.000029992985,0.00045696806,0.000017333166,0.014583092],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990447,0.00007031636,0.000011991329,0.00007683316,0.00047263427,0.00032345406],"domain_scores_gemma":[0.9994174,0.000040048904,0.000038546183,0.000020442243,0.0003232518,0.00016033363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062591257,0.00025560253,0.00015142234,0.0006429088,0.00347459,0.0010078095,0.0013610421,0.00044539946,0.0019596936],"category_scores_gemma":[0.0006672464,0.00021056941,0.00015317398,0.00082318374,0.00075280305,0.00032826304,0.00072599197,0.00043971484,0.00037415465],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017221039,0.001745144,0.47763428,0.0006200585,0.000095400064,0.015432298,0.016074892,0.042035323,0.1064662,0.0045632864,0.019721579,0.31388935],"study_design_scores_gemma":[0.000073750874,0.0024113308,0.841604,0.0001730471,0.000066756395,0.0014235695,0.053013552,0.009989557,0.014971573,0.00059130456,0.07554894,0.00013262035],"about_ca_topic_score_codex":0.8923244,"about_ca_topic_score_gemma":0.9789356,"teacher_disagreement_score":0.10767561,"about_ca_system_score_codex":0.012375552,"about_ca_system_score_gemma":0.018949253,"threshold_uncertainty_score":0.21661943},"labels":[],"label_agreement":null},{"id":"W577274998","doi":"","title":"TIGHTENING UP THE BORDER","year":2002,"lang":"en","type":"article","venue":"Railway age","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Terrorism; Plan (archaeology); Computer security; Key (lock); Action plan; Business; Border Security; Blocking (statistics); Transport engineering; International trade; Engineering; Computer science; Economics; Political science; Law; Management","score_opus":0.015334268160193258,"score_gpt":0.22118202190043748,"score_spread":0.20584775374024422,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W577274998","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33328024,0.0073924186,0.1037726,0.0446095,0.0045435457,0.0003369623,0.00033082196,0.0017018183,0.5040322],"genre_scores_gemma":[0.8748287,0.0034788484,0.034122344,0.009686241,0.00037326352,0.00010407885,0.00030612992,0.0002807354,0.0768197],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99730897,0.00050172256,0.0001228455,0.0004934888,0.0008026033,0.000770418],"domain_scores_gemma":[0.9965918,0.00041647238,0.00033110034,0.00071644504,0.0011299741,0.00081427174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032187048,0.00038965177,0.00039417972,0.0013802239,0.004852575,0.007299115,0.001281753,0.0028629643,0.019237485],"category_scores_gemma":[0.006811853,0.00039131404,0.0005829292,0.001447916,0.0027393363,0.00805361,0.008733801,0.0037638904,0.0032842895],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032737278,0.00029770413,0.01629922,0.00034964696,0.00007246177,0.0012416394,0.0076641925,0.0071225916,0.014540366,0.6279962,0.053338625,0.27075005],"study_design_scores_gemma":[0.000059772072,0.0004909157,0.020098409,0.0005600886,0.000092853916,0.00079281407,0.019560067,0.0037484434,0.004911276,0.122471355,0.82712424,0.000089796486],"about_ca_topic_score_codex":0.022195492,"about_ca_topic_score_gemma":0.026183935,"teacher_disagreement_score":0.022195492,"about_ca_system_score_codex":0.003913264,"about_ca_system_score_gemma":0.006293977,"threshold_uncertainty_score":0.06435579},"labels":[],"label_agreement":null},{"id":"W578209612","doi":"","title":"CVSA AND MCSAP: A FEDERAL-STATE PARTNERSHIP","year":2004,"lang":"en","type":"article","venue":"Journal of transportation law, logistics, and policy","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Enforcement; Certification; General partnership; Business; Motor carrier; Law enforcement; Transport engineering; Crash; Service (business); Computer security; Engineering; Finance; Law; Political science; Computer science; Marketing","score_opus":0.016478400292938233,"score_gpt":0.25862357920742307,"score_spread":0.24214517891448484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W578209612","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05639212,0.00472803,0.023948938,0.4059432,0.004865166,0.0013320533,0.0024640309,0.0018369121,0.49848956],"genre_scores_gemma":[0.404935,0.002511587,0.02784198,0.039851483,0.00080542924,0.00084354426,0.0027022648,0.0002996232,0.5202091],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99411494,0.001232413,0.00015099833,0.0004834647,0.002313502,0.0017047375],"domain_scores_gemma":[0.98032445,0.0018247737,0.00044327902,0.0010948711,0.006076393,0.010236215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008308825,0.00028215672,0.0002957907,0.0014608233,0.005538339,0.006937567,0.0016064942,0.004680625,0.033796884],"category_scores_gemma":[0.009558194,0.00045713593,0.00032200612,0.0027830245,0.0014385744,0.0021516052,0.0077950135,0.003969507,0.0045814775],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021547946,0.0008873301,0.012616676,0.00013161285,0.000035539248,0.00075453595,0.0025118166,0.0018811695,0.0020380924,0.10250474,0.70130634,0.17511664],"study_design_scores_gemma":[0.000056487454,0.00007307886,0.007907884,0.000081500024,0.000011469513,0.00022685037,0.0014277063,0.0017530231,0.00038544007,0.004794531,0.98326564,0.000016417885],"about_ca_topic_score_codex":0.06366419,"about_ca_topic_score_gemma":0.094300866,"teacher_disagreement_score":0.06366419,"about_ca_system_score_codex":0.0053185457,"about_ca_system_score_gemma":0.06501992,"threshold_uncertainty_score":0.12658727},"labels":[],"label_agreement":null},{"id":"W579916092","doi":"","title":"Seeking a Higher Safety Grade","year":2015,"lang":"en","type":"article","venue":"Progressive railroading","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Visibility; Transport engineering; Level crossing; Work (physics); Engineering; Computer security; Computer science; Geography","score_opus":0.03340463441105491,"score_gpt":0.26411918583343336,"score_spread":0.23071455142237846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W579916092","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29608828,0.00079172855,0.01211956,0.014277526,0.0010472038,0.0003623346,0.0009992527,0.0006037669,0.6737104],"genre_scores_gemma":[0.6233956,0.0009980374,0.01288519,0.006156922,0.00017029191,0.00010124508,0.0011431784,0.00022050066,0.3549289],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.998814,0.00012735768,0.00003868803,0.00017263205,0.00044798193,0.0003994154],"domain_scores_gemma":[0.9979247,0.000053023334,0.00014730895,0.00010750007,0.0009432229,0.00082425564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092199433,0.0005040291,0.00034098624,0.0014985444,0.0046585933,0.0048979255,0.0010472334,0.001549638,0.121488996],"category_scores_gemma":[0.002566094,0.00022945859,0.0006010512,0.0010173513,0.00078661996,0.0016619018,0.0034462856,0.0016415751,0.027363455],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020523305,0.0017573014,0.15042779,0.0005215909,0.000068999696,0.0015201984,0.009619223,0.001304632,0.010324408,0.13921568,0.21257956,0.47245538],"study_design_scores_gemma":[0.000059035796,0.001307119,0.12995872,0.0005171941,0.00005594559,0.0013510303,0.021545667,0.0011280028,0.0043733157,0.025482696,0.8141171,0.000104212675],"about_ca_topic_score_codex":0.022747423,"about_ca_topic_score_gemma":0.08481847,"teacher_disagreement_score":0.121488996,"about_ca_system_score_codex":0.0021883526,"about_ca_system_score_gemma":0.004375042,"threshold_uncertainty_score":0.40642112},"labels":[],"label_agreement":null},{"id":"W582160366","doi":"","title":"MOVABLE BARRIERS FOR HIGH-TRAFFIC WORK: SAFETY ON THE HIGHWAY","year":2000,"lang":"en","type":"article","venue":"Public works","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Transport engineering; Work (physics); Work zone; Flexibility (engineering); Equity (law); Engineering; Traffic flow (computer networking); Computer science; Computer security","score_opus":0.009814434413453173,"score_gpt":0.19231557151342002,"score_spread":0.18250113709996685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W582160366","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5112883,0.042372167,0.05051569,0.041396476,0.0009420159,0.00018701662,0.0004607344,0.0007136253,0.35212404],"genre_scores_gemma":[0.9626961,0.009838849,0.007670159,0.0004447743,0.00018125656,0.000036029483,0.00012746935,0.000028580822,0.0189769],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99961996,0.000089016445,0.00000729743,0.000012631745,0.00020814144,0.000062948144],"domain_scores_gemma":[0.9996747,0.00006267759,0.00006493459,0.000018659812,0.000112762646,0.00006632155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003162843,0.0002674377,0.00008575522,0.000562019,0.0011951791,0.0015614711,0.00040108894,0.0010652533,0.011065824],"category_scores_gemma":[0.0007101118,0.00007663147,0.0001569035,0.00047867265,0.0007632821,0.00087370776,0.0009631215,0.00031413833,0.0011183502],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017255217,0.00027365898,0.021266349,0.0006357846,0.000025360636,0.00039219507,0.0027755182,0.009232931,0.006661005,0.14471534,0.04777962,0.76606977],"study_design_scores_gemma":[0.000053164145,0.0012356844,0.13369338,0.001576158,0.000086975466,0.0018759443,0.019657047,0.014946936,0.008200244,0.07799606,0.74057055,0.00010778863],"about_ca_topic_score_codex":0.0122325085,"about_ca_topic_score_gemma":0.025670273,"teacher_disagreement_score":0.0122325085,"about_ca_system_score_codex":0.0009352116,"about_ca_system_score_gemma":0.0024527432,"threshold_uncertainty_score":0.037018836},"labels":[],"label_agreement":null},{"id":"W585476715","doi":"","title":"Automated Vehicle Tracking and Billing System for Snowplows","year":2008,"lang":"en","type":"article","venue":"Seventh International Conference on Managing Pavement AssetsTransportation Research BoardAlberta Infrastructure and Transportation, CanadaFederal Highway Administration","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Global Positioning System; Tracking system; Software deployment; Truck; Software; Computer science; Automatic vehicle location; Automation; Transport engineering; Engineering; Telecommunications; Software engineering; Operating system","score_opus":0.03996475036696839,"score_gpt":0.3063970632903779,"score_spread":0.2664323129234095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W585476715","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5441264,0.0003218997,0.2942001,0.0007524014,0.00022193344,0.0022660557,0.009618933,0.10862517,0.039867118],"genre_scores_gemma":[0.8787944,0.00020301178,0.08717393,0.00013581687,0.00006240671,0.00046817493,0.008104248,0.0005474412,0.024510555],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99944466,0.0000745668,0.00002362551,0.00010136404,0.00030184464,0.000054064225],"domain_scores_gemma":[0.9989477,0.00012826959,0.00010350151,0.00014679838,0.0005718647,0.00010199059],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000612719,0.00049302966,0.00038790726,0.0017934496,0.0007453006,0.0007720775,0.0011171512,0.00036557135,0.0069970237],"category_scores_gemma":[0.0013352775,0.00026538182,0.00015128755,0.0011323639,0.00017722408,0.00060004863,0.0004318484,0.00032043175,0.002806314],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001385794,0.00060162257,0.09934248,0.0001513341,0.00006694309,0.0008152231,0.0011062705,0.03448786,0.057476994,0.0023273432,0.09122507,0.7110131],"study_design_scores_gemma":[0.000289764,0.00052883726,0.11303757,0.000085424275,0.00008351366,0.00038853756,0.00073711615,0.759032,0.03536318,0.0009795637,0.089321576,0.0001528976],"about_ca_topic_score_codex":0.08002585,"about_ca_topic_score_gemma":0.08623984,"teacher_disagreement_score":0.08002585,"about_ca_system_score_codex":0.0016589108,"about_ca_system_score_gemma":0.0016930116,"threshold_uncertainty_score":0.15912008},"labels":[],"label_agreement":null},{"id":"W590997733","doi":"","title":"Development of an ITS Strategy for Provincial Ring Roads, Edmontonand Calgary, Canada","year":2005,"lang":"en","type":"article","venue":"12th World Congress on Intelligent Transport SystemsITS AmericaITS JapanERTICO","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Software deployment; Plan (archaeology); Ring road; Transportation planning; Transport engineering; Strategic planning; Transportation infrastructure; Business; Environmental planning; Development plan; Engineering; Civil engineering; Geography","score_opus":0.022118974153296358,"score_gpt":0.24700275599283245,"score_spread":0.22488378183953608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W590997733","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1036704,0.015405764,0.018548016,0.09687272,0.00331536,0.0045344043,0.011632422,0.0009868764,0.74503404],"genre_scores_gemma":[0.18241651,0.006333349,0.02100153,0.01569441,0.0001343648,0.0006068221,0.0057604294,0.00011321645,0.7679394],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9961737,0.00016605972,0.00009261338,0.00023877367,0.001739356,0.0015894998],"domain_scores_gemma":[0.9952662,0.00014367561,0.00007192647,0.000059864808,0.0027003523,0.0017580285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00270789,0.0006852611,0.00028166268,0.0022495964,0.008496865,0.006772304,0.0023069398,0.0027579148,0.010453892],"category_scores_gemma":[0.0035082547,0.00055168406,0.0005857755,0.0022623073,0.0012418152,0.0009899371,0.0023392865,0.0021378146,0.00123022],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027674812,0.0002426812,0.0236712,0.00078232214,0.000093490315,0.002416937,0.0031416218,0.016847491,0.004129708,0.15651977,0.6100846,0.18179344],"study_design_scores_gemma":[0.00006792319,0.00007770251,0.02138181,0.00029941407,0.000040073843,0.00014729773,0.0033121705,0.003646092,0.00086791656,0.0018877723,0.96820843,0.00006340806],"about_ca_topic_score_codex":0.995027,"about_ca_topic_score_gemma":0.99745196,"teacher_disagreement_score":0.11009675,"about_ca_system_score_codex":0.11009675,"about_ca_system_score_gemma":0.46198773,"threshold_uncertainty_score":0.79881155},"labels":[],"label_agreement":null},{"id":"W591524319","doi":"","title":"Greyhound Leads the Way by Equipping Fleet with Seat Belts","year":2009,"lang":"en","type":"article","venue":"Metrologia","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Crash; Transport engineering; Aeronautics; Demographics; Engineering; Business; Operations management; Computer science; Sociology","score_opus":0.007781756235052398,"score_gpt":0.20920682698684337,"score_spread":0.20142507075179097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W591524319","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08752968,0.004267973,0.062979795,0.038479183,0.004850376,0.00064349,0.0014874968,0.004142853,0.79561913],"genre_scores_gemma":[0.15104736,0.0018103317,0.042396147,0.004627624,0.0003698078,0.00010242925,0.0013895713,0.00091785163,0.7973389],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986626,0.00016722597,0.000038320755,0.0002665244,0.00064748386,0.00021783251],"domain_scores_gemma":[0.9984011,0.00016923291,0.00005256243,0.00030003788,0.0007153294,0.0003616767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013686273,0.00083840115,0.00034271402,0.0008561829,0.0017598297,0.0019426025,0.0009929958,0.001167356,0.078183696],"category_scores_gemma":[0.0033268852,0.0006355067,0.0005099742,0.0004904582,0.0013950452,0.0032915885,0.0028767707,0.0024750612,0.021593526],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034103557,0.00027976316,0.013219218,0.00025355152,0.00003611872,0.0007567525,0.001959074,0.0025794285,0.011812487,0.055442184,0.49046716,0.42285317],"study_design_scores_gemma":[0.00002574343,0.0001734626,0.00617026,0.0001063844,0.000012153158,0.00022271658,0.00040417723,0.0012022412,0.0015581618,0.0028019766,0.9872939,0.000028764234],"about_ca_topic_score_codex":0.11856617,"about_ca_topic_score_gemma":0.22433725,"teacher_disagreement_score":0.11856617,"about_ca_system_score_codex":0.0030666573,"about_ca_system_score_gemma":0.004832697,"threshold_uncertainty_score":0.26155055},"labels":[],"label_agreement":null},{"id":"W592032588","doi":"","title":"MEDICINE RIVER BRIDGE REHABILITATION","year":2003,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Girder; Deck; Engineering; Span (engineering); Structural engineering; Rehabilitation; Truck; Forensic engineering","score_opus":0.009420747957472332,"score_gpt":0.22635376421874392,"score_spread":0.2169330162612716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W592032588","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37687624,0.0048250286,0.010912493,0.0079553705,0.0028349739,0.0041286973,0.004240532,0.0019296912,0.58629704],"genre_scores_gemma":[0.28221714,0.0024433772,0.013057745,0.0031650239,0.00019590076,0.0010841077,0.0035852368,0.00028663134,0.69396496],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994367,0.00003127215,0.000016281374,0.00009156645,0.0002332216,0.00019081502],"domain_scores_gemma":[0.9996308,0.000011590738,0.00001166577,0.000021478376,0.00017397113,0.00015042511],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006185872,0.0007843127,0.00049927563,0.00094150344,0.0034175033,0.0011958663,0.0019408496,0.0010702406,0.08332777],"category_scores_gemma":[0.00071702455,0.0002553536,0.0004889789,0.0005375035,0.0005981335,0.00038550716,0.0021268376,0.0010809164,0.010683768],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00078611827,0.0039114626,0.02132239,0.00054790475,0.000047715985,0.0046149716,0.0019956366,0.001313217,0.010016319,0.0050037242,0.22311722,0.7273233],"study_design_scores_gemma":[0.00018107901,0.0021928048,0.13566834,0.00064550724,0.000054004842,0.0042215637,0.0030864726,0.0015546172,0.0034504454,0.0015881665,0.84727067,0.00008649938],"about_ca_topic_score_codex":0.119605415,"about_ca_topic_score_gemma":0.43578103,"teacher_disagreement_score":0.119605415,"about_ca_system_score_codex":0.004133613,"about_ca_system_score_gemma":0.010710246,"threshold_uncertainty_score":0.27875918},"labels":[],"label_agreement":null},{"id":"W592909159","doi":"","title":"Global Positioning System (GPS)/Automatic Vehicle Location (AVL) Use, Challenges, and Cost-Benefit in Operations","year":2013,"lang":"en","type":"article","venue":"Transportation Research Board 92nd Annual MeetingTransportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Global Positioning System; Transport engineering; Automatic vehicle location; Certificate; Documentation; Operations management; Computer science; Engineering; Operations research; Business; Telecommunications","score_opus":0.047268582988571124,"score_gpt":0.32493464729460186,"score_spread":0.27766606430603075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W592909159","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31607985,0.05831175,0.021179358,0.34939215,0.0021149486,0.0002336109,0.0010612239,0.00022357861,0.2514035],"genre_scores_gemma":[0.9618965,0.016854225,0.0068552922,0.006546664,0.0006460245,0.00007681195,0.0002914487,0.00005978072,0.0067732325],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9933762,0.0024337596,0.000296831,0.0004789102,0.0026892396,0.0007250674],"domain_scores_gemma":[0.98920083,0.0054890616,0.0011760886,0.0004435806,0.0027658124,0.0009246763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0054042106,0.0004859234,0.00028851235,0.0016629011,0.0017743127,0.006329695,0.0012004,0.0017971316,0.0047121886],"category_scores_gemma":[0.014367526,0.00026890554,0.0004140883,0.0032106128,0.002655309,0.006613334,0.0026264652,0.001970825,0.0007166274],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016701728,0.00027941016,0.07359325,0.00071034924,0.00009770139,0.00059674785,0.0029699479,0.008326522,0.0010049633,0.16674447,0.10497702,0.64053255],"study_design_scores_gemma":[0.000056706325,0.0008898916,0.13422383,0.0022734515,0.00012945,0.0016104898,0.044057477,0.023254659,0.0020577468,0.20924237,0.5818544,0.000349459],"about_ca_topic_score_codex":0.016047027,"about_ca_topic_score_gemma":0.022932367,"teacher_disagreement_score":0.016047027,"about_ca_system_score_codex":0.006211153,"about_ca_system_score_gemma":0.0038248305,"threshold_uncertainty_score":0.045065224},"labels":[],"label_agreement":null},{"id":"W598195360","doi":"","title":"PROCEEDINGS ON THE THIRD WORKSHOP ON HIGHWAY-RAILWAY GRADE CROSSING RESEARCH (CD-ROM)","year":2001,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Level crossing; Transport engineering; Engineering; Aeronautics","score_opus":0.07420131948160608,"score_gpt":0.31967829599108233,"score_spread":0.24547697650947625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W598195360","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0068534296,0.02949746,0.020281464,0.033299856,0.14754738,0.0012816029,0.010940742,0.0030178928,0.74728024],"genre_scores_gemma":[0.0046180445,0.0064731883,0.0033824472,0.0016952282,0.0036506609,0.00017605122,0.004340817,0.00066502846,0.9749986],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99865294,0.0002072278,0.00005858545,0.00018706641,0.0006927788,0.0002014823],"domain_scores_gemma":[0.9970293,0.00031273693,0.00006842821,0.00016631903,0.0017863801,0.00063677185],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0022534668,0.0010586496,0.00084393844,0.0017162771,0.0014130527,0.006102832,0.0015024072,0.001796155,0.3619135],"category_scores_gemma":[0.0031897237,0.00048563955,0.000830072,0.0016961979,0.00050122227,0.002129903,0.0023285444,0.0021390417,0.18286179],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047970967,0.000052599098,0.00009646244,0.00007774258,0.000003473087,0.000036290625,0.000094702395,0.000059788403,0.0004476982,0.00053662615,0.9385644,0.05998237],"study_design_scores_gemma":[0.000008104458,0.000022104154,0.00043058716,0.00009356208,0.0000039896013,0.000028587065,0.00015210338,0.000039231716,0.00014114457,0.00029846444,0.99877506,0.0000070505553],"about_ca_topic_score_codex":0.015503605,"about_ca_topic_score_gemma":0.041883007,"teacher_disagreement_score":0.3619135,"about_ca_system_score_codex":0.002461433,"about_ca_system_score_gemma":0.0030597711,"threshold_uncertainty_score":0.9101529},"labels":[],"label_agreement":null},{"id":"W604098638","doi":"","title":"SECOND TRAIN WARNING AT GRADE CROSSINGS: THE CANADIAN EXPERIENCE","year":2004,"lang":"en","type":"article","venue":"ITE 2004 Annual Meeting and ExhibitInstitute of Transportation Engineers (ITE)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Transport engineering; Procurement; Pedestrian; Warning system; Software deployment; Hazard; Engineering; Track (disk drive); Damages; Test (biology); Telecommunications; Business","score_opus":0.00704870133442363,"score_gpt":0.20665230448390284,"score_spread":0.19960360314947923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W604098638","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88374925,0.0061236825,0.0032384626,0.014357741,0.0005672494,0.0006832181,0.0017940588,0.00031363792,0.0891728],"genre_scores_gemma":[0.9430596,0.012067494,0.004246138,0.0017908425,0.000052217256,0.0000976608,0.0010308762,0.00016713935,0.037487905],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99453664,0.00070602034,0.00018699293,0.000421666,0.0029035609,0.0012451271],"domain_scores_gemma":[0.9911212,0.00078739785,0.00039619496,0.00026115598,0.004106764,0.0033272945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034744479,0.0009208276,0.0006127861,0.001475638,0.008241139,0.004586112,0.0029678955,0.0016591359,0.0077794464],"category_scores_gemma":[0.008947819,0.00067801797,0.00061790604,0.0039581154,0.0022923683,0.0015401491,0.0022623655,0.0026005337,0.0008766255],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008265624,0.0034281912,0.18490636,0.0013964307,0.000115341296,0.0059830635,0.17842151,0.0038679326,0.003880628,0.008479233,0.08407271,0.5246221],"study_design_scores_gemma":[0.00015740063,0.0022249764,0.24171591,0.0009011151,0.0001527868,0.0029585648,0.17646387,0.0027980465,0.003191022,0.00081094913,0.5682458,0.00037949457],"about_ca_topic_score_codex":0.98869157,"about_ca_topic_score_gemma":0.99520856,"teacher_disagreement_score":0.044764727,"about_ca_system_score_codex":0.044764727,"about_ca_system_score_gemma":0.12017333,"threshold_uncertainty_score":0.32479233},"labels":[],"label_agreement":null},{"id":"W604321972","doi":"","title":"JOINT WINTER RUNWAY FRICTION MEASUREMENT PROGRAM (JWRFMP): INTERNATIONAL RUNWAY FRICTION INDEX (IRFI) VERSUS AIRCRAFT BRAKING COEFFICIENT (MU)","year":2003,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Runway; Aeronautics; Aviation; Engineering; National standard; Aerospace engineering; Geography","score_opus":0.029261350387711695,"score_gpt":0.2458539153168585,"score_spread":0.2165925649291468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W604321972","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83181715,0.002041128,0.09814716,0.00024071764,0.00025854213,0.00083582115,0.04035672,0.004130887,0.022171983],"genre_scores_gemma":[0.8936585,0.0004914671,0.054273456,0.000052581676,0.000055923443,0.0008101262,0.042757515,0.0005424935,0.007357878],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9975714,0.00028295978,0.00017763967,0.00027808422,0.0015241327,0.00016579231],"domain_scores_gemma":[0.9959139,0.00058225496,0.00072947564,0.00041122228,0.00219449,0.0001687273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002218068,0.00093821523,0.0007981346,0.0025731788,0.00050181843,0.0009198166,0.0009488297,0.0004178028,0.0019466857],"category_scores_gemma":[0.0051028,0.00041710836,0.0006243879,0.002910026,0.00020226187,0.0010294322,0.00092827785,0.0006465295,0.0009756697],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002620085,0.0009551471,0.3983395,0.00075729215,0.00042734138,0.00021017785,0.00080341526,0.012261846,0.048644584,0.0016396267,0.06316063,0.4701803],"study_design_scores_gemma":[0.00010002197,0.0016565225,0.88730425,0.00009934416,0.00018503908,0.00035425375,0.00032988857,0.025855405,0.060493696,0.00037932303,0.023098199,0.00014406488],"about_ca_topic_score_codex":0.018833019,"about_ca_topic_score_gemma":0.025602058,"teacher_disagreement_score":0.018833019,"about_ca_system_score_codex":0.00079339446,"about_ca_system_score_gemma":0.0011404379,"threshold_uncertainty_score":0.037446797},"labels":[],"label_agreement":null},{"id":"W612380828","doi":"","title":"CENTERLINE RUMBLE STRIPS","year":2005,"lang":"en","type":"article","venue":"Synthesis of highway practice","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rumble; Visibility; Transport engineering; Crash; Engineering; Computer science; Geography","score_opus":0.007464311215674053,"score_gpt":0.22963960353896884,"score_spread":0.22217529232329478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W612380828","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32644293,0.010398498,0.039843902,0.0048998226,0.0007374184,0.0013786311,0.0031957224,0.0018115379,0.6112916],"genre_scores_gemma":[0.77732563,0.00892692,0.05366104,0.0013983161,0.00015127883,0.00057998125,0.0026277043,0.00020709493,0.15512203],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.997498,0.0008891852,0.00014661752,0.00027236764,0.000955266,0.00023863709],"domain_scores_gemma":[0.99396646,0.0013674037,0.0010300697,0.0008377242,0.0025429935,0.00025528955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026651528,0.00045767438,0.00022674138,0.001668961,0.0016291025,0.001861085,0.0013544919,0.00065672357,0.024187632],"category_scores_gemma":[0.0068823397,0.00031449672,0.00032240915,0.0020296085,0.0006924783,0.0013828856,0.0012200536,0.00064857746,0.0031775015],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005326491,0.00025430115,0.021858402,0.002569061,0.00004518006,0.000995079,0.0114847375,0.0031537612,0.007658924,0.020110983,0.072857894,0.858479],"study_design_scores_gemma":[0.00005047835,0.0007243931,0.042415965,0.0016010419,0.00008409774,0.0007343202,0.025236037,0.0012877155,0.008828712,0.0030023744,0.9159805,0.000054476677],"about_ca_topic_score_codex":0.022953453,"about_ca_topic_score_gemma":0.04508371,"teacher_disagreement_score":0.024187632,"about_ca_system_score_codex":0.0024033068,"about_ca_system_score_gemma":0.0044849105,"threshold_uncertainty_score":0.08091569},"labels":[],"label_agreement":null},{"id":"W618245670","doi":"","title":"GEOMETRIC DESIGN OF CHAIN-ON/CHAIN-OFF AREAS : A ROADSIDE FACILITY DESIGNED TO ENHANCE SAFETY AND MANAGE RISK ON THE ALBERTA NORTH-SOUTH TRADE CORRIDOR","year":2000,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Chain (unit); Geometric design; Transport engineering; Business; Supply chain; Operations management; Engineering; Marketing","score_opus":0.009698502164405771,"score_gpt":0.2014189634327736,"score_spread":0.19172046126836784,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W618245670","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30540016,0.00039127984,0.3038266,0.001288848,0.0002755685,0.0023314988,0.0009646764,0.0050665163,0.3804549],"genre_scores_gemma":[0.64738005,0.00026410568,0.20933062,0.00013549278,0.00003558775,0.00036620646,0.0006930938,0.0002989543,0.14149596],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992618,0.00007017152,0.00001593486,0.000057616475,0.0004593518,0.00013514375],"domain_scores_gemma":[0.9993954,0.00003367522,0.000039474235,0.00007245027,0.00030471478,0.00015426794],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004918834,0.00066459016,0.00017332421,0.0007191655,0.0021433553,0.0010652149,0.0013763923,0.00073773786,0.01791403],"category_scores_gemma":[0.0006626851,0.00024985184,0.00021544329,0.00039231637,0.001084883,0.0005062785,0.0015232256,0.00055595266,0.002813481],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067242753,0.0006613803,0.023817163,0.00062918727,0.000021530817,0.0026941078,0.0055721146,0.06736853,0.09878721,0.07387631,0.073815405,0.6520846],"study_design_scores_gemma":[0.00018350748,0.0022513256,0.07260428,0.0003503115,0.00009983991,0.0032753253,0.008951948,0.069505095,0.074669555,0.013772318,0.75402606,0.0003104094],"about_ca_topic_score_codex":0.064705454,"about_ca_topic_score_gemma":0.20657915,"teacher_disagreement_score":0.93529457,"about_ca_system_score_codex":0.0026073535,"about_ca_system_score_gemma":0.009009131,"threshold_uncertainty_score":0.12865764},"labels":[],"label_agreement":null},{"id":"W620363987","doi":"","title":"Glass fibre reinforcement in bridge structures","year":2014,"lang":"fr","type":"article","venue":"Transport Research Arena (TRA) 5th Conference: Transport Solutions from Research to DeploymentEuropean CommissionConference of European Directors of Roads (CEDR)European Road Transport Research Advisory Council (ERTRAC)WATERBORNEᵀᴾEuropean Rail Research Advisory Council (ERRAC)Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)Ministère de l'Écologie, du Développement Durable et de l'Énergie","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Reinforcement; Engineering; Crash; Forensic engineering; Structural engineering; Glass fiber; Installation; Computer science; Mechanical engineering","score_opus":0.24560401638058582,"score_gpt":0.37822420537253626,"score_spread":0.13262018899195044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W620363987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9478426,0.009462429,0.017611677,0.00017771691,0.00012417068,0.00005689303,0.00006605677,0.00018444649,0.024473993],"genre_scores_gemma":[0.986914,0.0019022345,0.0032984288,0.000025777195,0.000018052846,0.00001238822,0.000030195253,0.00001649028,0.007782488],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989367,0.000012601772,0.0000035587468,0.000018108243,0.00005303258,0.000018972643],"domain_scores_gemma":[0.999954,0.0000070984843,0.000014309143,0.0000048916263,0.000012188751,0.0000076142546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014067971,0.00019152222,0.0000925228,0.00041653163,0.00021156961,0.00031843915,0.00019796212,0.00047511415,0.0016185573],"category_scores_gemma":[0.00018789164,0.00019045382,0.00013001644,0.00022272512,0.00030296473,0.00030340033,0.00020933848,0.00017472118,0.00048884423],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000129303,0.00007775212,0.0038478405,0.00022437258,0.00001630454,0.0005148256,0.00023054908,0.018224157,0.8828387,0.009214425,0.0006892504,0.08399255],"study_design_scores_gemma":[0.000050927843,0.0034395477,0.05607264,0.0002334144,0.00006689022,0.00151875,0.0005610245,0.04130931,0.7978846,0.007483399,0.09130782,0.000071767594],"about_ca_topic_score_codex":0.0031528503,"about_ca_topic_score_gemma":0.0052536083,"teacher_disagreement_score":0.0031528503,"about_ca_system_score_codex":0.00035629913,"about_ca_system_score_gemma":0.00018132437,"threshold_uncertainty_score":0.006268978},"labels":[],"label_agreement":null},{"id":"W622309583","doi":"","title":"Calgary's City Centre Cycle Track Network: Creating Transportation Choices (Poster)","year":2014,"lang":"fr","type":"article","venue":"Transportation 2014: Past, Present, Future - 2014 Conference and Exhibition of the Transportation Association of Canada // Transport 2014 : Du passé vers l'avenir - 2014 Congrès et Exposition de 'Association des transports du Canada","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Signage; Transport engineering; Downtown; Recreation; Traffic calming; Track (disk drive); Engineering; Geography; Business; Advertising","score_opus":0.005141506344970912,"score_gpt":0.19118755982530178,"score_spread":0.18604605348033088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W622309583","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026676496,0.0015304529,0.005769477,0.02023626,0.0019441649,0.00067157176,0.009794535,0.0011843761,0.9321928],"genre_scores_gemma":[0.0524067,0.0022640845,0.021001428,0.0031994001,0.00017841884,0.00050000614,0.006671083,0.0006340624,0.9131449],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994704,0.000093671966,0.000011244887,0.00007618521,0.00021874366,0.00012973948],"domain_scores_gemma":[0.99872714,0.000081667786,0.000028438048,0.00006677122,0.00041578634,0.0006801804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010853589,0.00035709876,0.00022203349,0.00085493596,0.005011744,0.0045046043,0.0007508097,0.0015726703,0.14384292],"category_scores_gemma":[0.0011314545,0.00041793223,0.0002493649,0.0021363776,0.0008071709,0.001360205,0.0038744635,0.0013074346,0.019553808],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044443044,0.00006149328,0.0025676005,0.00005513584,0.0000046783293,0.000079353216,0.0009886029,0.00028483005,0.0003405759,0.0039944653,0.8939827,0.097596146],"study_design_scores_gemma":[0.000011046556,0.000013483853,0.0040545627,0.000048828457,0.000002592687,0.000014148553,0.0018253259,0.00012970467,0.000098372686,0.00063607015,0.9931573,0.000008715898],"about_ca_topic_score_codex":0.2708389,"about_ca_topic_score_gemma":0.7087519,"teacher_disagreement_score":0.72916114,"about_ca_system_score_codex":0.004660871,"about_ca_system_score_gemma":0.011723595,"threshold_uncertainty_score":0.53852487},"labels":[],"label_agreement":null},{"id":"W623097234","doi":"","title":"Active 'Do Not Block Tracks' Sign and Queue Detection System (Poster)","year":2013,"lang":"en","type":"article","venue":"2013 CONFERENCE AND EXHIBITION OF THE TRANSPORTATION ASSOCIATION OF CANADA - TRANSPORTATION: BETTER - FASTER - SAFER","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Queue; Intersection (aeronautics); Level crossing; Transport engineering; Queueing theory; Block (permutation group theory); Signal timing; Track (disk drive); SIGNAL (programming language); Collision; Line (geometry); Computer science; Engineering; Real-time computing; Traffic signal; Computer network; Computer security; Mathematics","score_opus":0.005588965156336252,"score_gpt":0.17042784574128034,"score_spread":0.1648388805849441,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W623097234","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.091141626,0.0012082253,0.2926137,0.0032047317,0.004219488,0.0037292626,0.04706978,0.24342144,0.31339177],"genre_scores_gemma":[0.41412538,0.0007256144,0.1593987,0.0023976902,0.0006894536,0.0013813231,0.043515053,0.0036102848,0.37415648],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991949,0.00007690431,0.000048851012,0.0001503439,0.00041702297,0.00011200058],"domain_scores_gemma":[0.9976205,0.00023981152,0.00012708291,0.0002313927,0.0015315616,0.00024955318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015311561,0.00059967814,0.00070929824,0.0013204921,0.00076049526,0.002307952,0.0015837499,0.0011147717,0.08405447],"category_scores_gemma":[0.0021539296,0.00045724594,0.00038968294,0.000657632,0.00026184408,0.000963635,0.0013261454,0.0009586822,0.043182377],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028205211,0.00061126385,0.017190317,0.0004257016,0.00007933181,0.000413649,0.0004520328,0.0018220694,0.03630758,0.0047728587,0.5729565,0.36214817],"study_design_scores_gemma":[0.0010892539,0.0021684044,0.036964558,0.0002806422,0.00020256007,0.000984159,0.00036159376,0.08728061,0.06091589,0.002716657,0.8067172,0.0003183807],"about_ca_topic_score_codex":0.008191698,"about_ca_topic_score_gemma":0.013016245,"teacher_disagreement_score":0.9918083,"about_ca_system_score_codex":0.0008606927,"about_ca_system_score_gemma":0.0016532226,"threshold_uncertainty_score":0.28119022},"labels":[],"label_agreement":null},{"id":"W626120038","doi":"","title":"'Scramble' Crossings: A Case Study of the Oxford Circus Scheme","year":2010,"lang":"en","type":"article","venue":"Traffic engineering & control","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pedestrian; Pedestrian crossing; Scheme (mathematics); Transport engineering; Key (lock); Process (computing); Operations research; Telecommunications; Computer science; Regional science; Geography; Computer security; Engineering","score_opus":0.004839301513820952,"score_gpt":0.20117714051400987,"score_spread":0.19633783900018892,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W626120038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.969776,0.00020455869,0.0033645679,0.0004905797,0.000038177124,0.0001363064,0.00011231008,0.000031326857,0.025846263],"genre_scores_gemma":[0.9828569,0.00031234857,0.0040840586,0.00007191722,0.000008005622,0.000050532366,0.000082688464,0.000026362364,0.012507253],"study_design_codex":"qualitative","study_design_gemma":"observational","domain_scores_codex":[0.9976012,0.001351386,0.00009067543,0.00017828483,0.0003541768,0.00042435806],"domain_scores_gemma":[0.9965043,0.0017022117,0.00039403347,0.00035053838,0.00050153985,0.00054736505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017640674,0.0005557616,0.00035602346,0.0010414475,0.0046638497,0.0021901806,0.0011651985,0.0023365614,0.0070890677],"category_scores_gemma":[0.0053479415,0.00041833086,0.00039579376,0.0017442121,0.002416307,0.0014934074,0.0016542193,0.0011065,0.00071131065],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024902455,0.0033061432,0.17472643,0.0017412533,0.00019813301,0.124914035,0.23428178,0.062412765,0.010829293,0.14489494,0.03800628,0.20219871],"study_design_scores_gemma":[0.00033684666,0.004517861,0.16015051,0.00085494504,0.00025763744,0.023922557,0.45906186,0.037999008,0.010771186,0.008667425,0.2930682,0.0003919799],"about_ca_topic_score_codex":0.066122234,"about_ca_topic_score_gemma":0.16636914,"teacher_disagreement_score":0.066122234,"about_ca_system_score_codex":0.0043964423,"about_ca_system_score_gemma":0.0013953216,"threshold_uncertainty_score":0.13147473},"labels":[],"label_agreement":null},{"id":"W627470480","doi":"","title":"MONORAIL IS NOT SURE BET YET FOR VEGAS OR DESIGN-BUILDERS","year":2004,"lang":"en","type":"article","venue":"ENR","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Monorail; Las vegas; Damages; Plan (archaeology); Transport engineering; Engineering; Business; Operations management; Civil engineering; Political science; Geography; Law; Archaeology; Metropolitan area","score_opus":0.039753774760078076,"score_gpt":0.25525030127175713,"score_spread":0.21549652651167905,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W627470480","genre_codex":"other","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010656677,0.006424142,0.0062485165,0.061373793,0.012655932,0.00012556651,0.0012178167,0.007299924,0.89399755],"genre_scores_gemma":[0.018372804,0.001022889,0.0031531984,0.004789571,0.00027244035,0.000029384326,0.00066124165,0.00087126554,0.97082716],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99883336,0.000100916055,0.0000311338,0.00016317754,0.00064344564,0.00022806266],"domain_scores_gemma":[0.99742126,0.00017443158,0.00009714897,0.00033846096,0.00095283973,0.0010158104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011333497,0.0007821002,0.00042602772,0.0007787295,0.0036868595,0.003939894,0.0010534874,0.0020580804,0.2666963],"category_scores_gemma":[0.0032796192,0.00050036114,0.0004342203,0.00044031173,0.0008182833,0.0031300546,0.0016918975,0.002253401,0.09037618],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012624914,0.00010076669,0.001206143,0.00007729403,0.000007760843,0.00012024317,0.00019998419,0.00017161468,0.0020935321,0.010331191,0.8586102,0.12695497],"study_design_scores_gemma":[0.0000046136715,0.00003352006,0.00036457545,0.00003562367,0.0000027417786,0.000063719664,0.0001637261,0.000055348148,0.0002121762,0.00048122744,0.99857545,0.0000072715234],"about_ca_topic_score_codex":0.015973618,"about_ca_topic_score_gemma":0.07353928,"teacher_disagreement_score":0.2666963,"about_ca_system_score_codex":0.0016100238,"about_ca_system_score_gemma":0.0032463525,"threshold_uncertainty_score":0.892188},"labels":[],"label_agreement":null},{"id":"W633399027","doi":"","title":"Creating a Complete Street Cross Section for Calgary's Divided Arterial","year":2013,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pedestrian; Transport engineering; Context (archaeology); Plan (archaeology); Land use; Work (physics); Land-use planning; Accommodation; Urban planning; Environmental planning; Business; Sustainability; Geography; Engineering; Civil engineering","score_opus":0.016981684277529246,"score_gpt":0.24295767022686593,"score_spread":0.22597598594933668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W633399027","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20155495,0.0017062596,0.17201357,0.0048665577,0.002422057,0.0045354515,0.0039770477,0.006168284,0.6027558],"genre_scores_gemma":[0.30357596,0.0019299544,0.3961785,0.0012270883,0.00020441342,0.0019363489,0.0051421295,0.0012416202,0.28856394],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99897325,0.00016721405,0.000046501595,0.00016010244,0.00039446598,0.00025863072],"domain_scores_gemma":[0.99842155,0.00009617322,0.000045209883,0.00021508022,0.00088730495,0.00033466428],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012655539,0.0005015456,0.00028060048,0.0020994912,0.0058681834,0.004230135,0.0013719545,0.0012621972,0.037242077],"category_scores_gemma":[0.0026271646,0.0006248528,0.00038718904,0.0022038356,0.0013069405,0.0012673591,0.0037789338,0.0011309735,0.006561231],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010816299,0.00028001567,0.020122519,0.00036036214,0.00002710421,0.0026890028,0.013159453,0.013107821,0.0068444065,0.07811201,0.28577802,0.57941115],"study_design_scores_gemma":[0.000032091008,0.00011809884,0.021214038,0.00024662266,0.000028541297,0.0003430791,0.007977209,0.00249243,0.0014416756,0.0029608896,0.9630991,0.000046103465],"about_ca_topic_score_codex":0.20889491,"about_ca_topic_score_gemma":0.5340131,"teacher_disagreement_score":0.7911051,"about_ca_system_score_codex":0.005587977,"about_ca_system_score_gemma":0.013839185,"threshold_uncertainty_score":0.415358},"labels":[],"label_agreement":null},{"id":"W636398478","doi":"","title":"To Separate or Not to Separate?: The Deerfoot Trail Case Study","year":2006,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Median; Collision; Computer science; Engineering; Transport engineering; Computer security","score_opus":0.022979165413856646,"score_gpt":0.29306763707484873,"score_spread":0.2700884716609921,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W636398478","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98483384,0.00023173243,0.0025579613,0.0009278433,0.000019816463,0.00007248783,0.00010272223,0.000010292615,0.011243309],"genre_scores_gemma":[0.98814654,0.0003962916,0.004645504,0.00014647807,0.00001050853,0.000044706914,0.00013058941,0.000007745919,0.0064716833],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9990421,0.00030851318,0.000036774647,0.00008756842,0.00022337082,0.00030156373],"domain_scores_gemma":[0.9992092,0.0003454516,0.0000960983,0.00005446996,0.000111682,0.00018307385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009547513,0.0002835585,0.00021978944,0.00058333157,0.003895213,0.0015769618,0.0008656065,0.0020065687,0.0036184401],"category_scores_gemma":[0.0026458774,0.00020938896,0.00027984413,0.00111714,0.0016170279,0.0011556905,0.0014383402,0.0008952432,0.0003331987],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015111414,0.005000029,0.44771898,0.00045880067,0.00015405424,0.20447795,0.035263207,0.03487521,0.0057138377,0.08143974,0.030269258,0.15311779],"study_design_scores_gemma":[0.00064059754,0.0043537603,0.14715368,0.0007215206,0.00021998755,0.15694995,0.36002243,0.05072987,0.011958218,0.042481404,0.22454622,0.00022238166],"about_ca_topic_score_codex":0.015222002,"about_ca_topic_score_gemma":0.055696804,"teacher_disagreement_score":0.984778,"about_ca_system_score_codex":0.001408203,"about_ca_system_score_gemma":0.0013815358,"threshold_uncertainty_score":0.030266821},"labels":[],"label_agreement":null},{"id":"W639236107","doi":"","title":"BENCHMARKING AUSTRALIA'S TRUCK SAFETY PERFORMANCE","year":2002,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Truck; Benchmarking; Kilometer; Case fatality rate; Transport engineering; Geography; Engineering; Business; Environmental health; Population; Medicine; Marketing","score_opus":0.023516806444497954,"score_gpt":0.2087274852137929,"score_spread":0.18521067876929492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W639236107","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9213087,0.00094176666,0.0033541112,0.0012765991,0.00007748583,0.00015916141,0.0011193686,0.00016778268,0.071595035],"genre_scores_gemma":[0.98312885,0.00075284723,0.002004239,0.000114869465,0.000023982706,0.00004661778,0.0012446105,0.00002980239,0.012654129],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9952447,0.0011399386,0.00029241625,0.00032490803,0.002458029,0.00053991895],"domain_scores_gemma":[0.9927337,0.0004115125,0.0005919073,0.00035090925,0.0052637467,0.0006480928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0040926286,0.0003320935,0.0002674846,0.001873637,0.000918684,0.0014825644,0.0004690096,0.00037510123,0.0021635136],"category_scores_gemma":[0.0064582466,0.00013897098,0.00020436109,0.0027168621,0.00035695074,0.0012873159,0.0018414353,0.00039684615,0.00078674924],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00072144554,0.0008123096,0.36745387,0.00088343845,0.00018694162,0.00047540676,0.0071557323,0.03145915,0.010107916,0.011831494,0.028785747,0.5401266],"study_design_scores_gemma":[0.000030445673,0.0022493745,0.89836526,0.00021119404,0.000098063196,0.0003277529,0.006055822,0.017250223,0.00598807,0.0016366459,0.06769016,0.00009704069],"about_ca_topic_score_codex":0.09006186,"about_ca_topic_score_gemma":0.09194796,"teacher_disagreement_score":0.09006186,"about_ca_system_score_codex":0.003064148,"about_ca_system_score_gemma":0.0050863335,"threshold_uncertainty_score":0.17907524},"labels":[],"label_agreement":null},{"id":"W648796012","doi":"","title":"ALBERTA GUIDELINES FOR UPGRADING BRIDGERAILS AND APPROACH GUARDRAIL TRANSITIONS","year":2003,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Transport engineering; Crash; Risk analysis (engineering); Engineering; Safety standards; Control (management); Construction engineering; Computer science; Business; Reliability engineering","score_opus":0.0454791128803765,"score_gpt":0.27424873006767947,"score_spread":0.22876961718730296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W648796012","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.017309371,0.0080624735,0.081349246,0.018956006,0.0031705154,0.008104929,0.00679697,0.0068246857,0.8494258],"genre_scores_gemma":[0.057622947,0.010065791,0.26514488,0.012443186,0.0002851172,0.0038792267,0.0065584397,0.0012303761,0.6427701],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9867569,0.0014193336,0.00093961705,0.00044087687,0.009064743,0.0013784986],"domain_scores_gemma":[0.9852373,0.001249222,0.0007239325,0.00078439724,0.0110849375,0.0009200685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00707675,0.0011755901,0.00041721255,0.0043992815,0.0024825481,0.0027461865,0.005854855,0.003607205,0.022065043],"category_scores_gemma":[0.010684581,0.0010356115,0.0006887915,0.002676863,0.001901272,0.001540567,0.0022253692,0.0028620388,0.009665312],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001163066,0.00060097955,0.0036969057,0.0010856471,0.000010648387,0.0010649555,0.002631139,0.006933258,0.012616869,0.050126627,0.5833648,0.337752],"study_design_scores_gemma":[0.000020617523,0.0000781153,0.0056541497,0.0004839487,0.000010027062,0.00019763314,0.00056569104,0.00044971763,0.0016686926,0.0015410734,0.9892809,0.000049388353],"about_ca_topic_score_codex":0.5137655,"about_ca_topic_score_gemma":0.7835182,"teacher_disagreement_score":0.4862345,"about_ca_system_score_codex":0.011160589,"about_ca_system_score_gemma":0.054459345,"threshold_uncertainty_score":0.978196},"labels":[],"label_agreement":null},{"id":"W651436198","doi":"","title":"GUIDELINES FOR THE SAFETY AUDIT OF BIKEWAY SYSTEMS","year":2000,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Signage; Audit; Context (archaeology); Transport engineering; Occupational safety and health; Engineering; Business; Geography; Medicine","score_opus":0.034560371515857655,"score_gpt":0.27389388045668656,"score_spread":0.2393335089408289,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W651436198","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009851715,0.028364658,0.5817276,0.061673068,0.0120481355,0.0451622,0.006516282,0.017752143,0.23690411],"genre_scores_gemma":[0.029295702,0.021311501,0.8304422,0.010258278,0.0013377868,0.021257708,0.007219087,0.0014612491,0.07741641],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.8696427,0.04987545,0.029130727,0.002345166,0.04539774,0.0036082808],"domain_scores_gemma":[0.7779209,0.043824866,0.01340486,0.014735235,0.14629635,0.0038177294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.06445696,0.0026610596,0.0021110224,0.01550538,0.0045043863,0.008552813,0.009617129,0.010911808,0.013467135],"category_scores_gemma":[0.12834184,0.002229168,0.002088651,0.008111512,0.0036310595,0.007926257,0.006894387,0.0071327593,0.020147394],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014715809,0.0007605242,0.0033155333,0.0049767233,0.00004653746,0.001313843,0.006158986,0.006546167,0.0063094846,0.03743969,0.44073293,0.49225235],"study_design_scores_gemma":[0.00006544279,0.00027147908,0.0037584726,0.008749718,0.000035643367,0.0007800034,0.002722978,0.002709239,0.0022549934,0.01389656,0.96456337,0.00019210292],"about_ca_topic_score_codex":0.012923629,"about_ca_topic_score_gemma":0.019037586,"teacher_disagreement_score":0.06445696,"about_ca_system_score_codex":0.0047096172,"about_ca_system_score_gemma":0.02850605,"threshold_uncertainty_score":0.34088504},"labels":[],"label_agreement":null},{"id":"W652034653","doi":"","title":"Trouble on the tracks : Grand Trunk Railway of New England tragedies : accidents that occurred on the Montreal to Portland line of Canadian National Railways","year":2007,"lang":"en","type":"article","venue":"Medical Entomology and Zoology","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Train; Bridge (graph theory); Dozen; Freight trains; History; Forensic engineering; Track (disk drive); Derailment; Engineering; Aeronautics; Archaeology; Transport engineering","score_opus":0.025279608855359768,"score_gpt":0.2561822685398032,"score_spread":0.23090265968444343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W652034653","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91301924,0.0035671815,0.00067019666,0.0117462445,0.0006223895,0.00022623336,0.0043899184,0.00016909566,0.065589555],"genre_scores_gemma":[0.9468864,0.0034739715,0.00083085755,0.002809522,0.00014920597,0.000044940753,0.0014754132,0.000049525668,0.04428015],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9994174,0.00003438821,0.000016875043,0.0000679039,0.00026123883,0.00020216701],"domain_scores_gemma":[0.9991346,0.00004350607,0.00011781755,0.000030458774,0.00042705887,0.00024651605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003719389,0.00072213344,0.00020975707,0.0013737221,0.008698567,0.0014928707,0.0011220991,0.0016276055,0.00962224],"category_scores_gemma":[0.0015324237,0.0003524487,0.00030830692,0.0019041109,0.0015519903,0.0012129621,0.0013919332,0.0017169587,0.00090194674],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026782727,0.00029088778,0.5687844,0.00030524403,0.00020177956,0.018035352,0.05382344,0.0013957561,0.002498665,0.003127006,0.2545155,0.09675417],"study_design_scores_gemma":[0.000019736273,0.00014691833,0.75789183,0.0003065778,0.00008705013,0.0048136064,0.07193667,0.00045593435,0.00065984786,0.00030503343,0.16323066,0.00014617482],"about_ca_topic_score_codex":0.9861952,"about_ca_topic_score_gemma":0.995739,"teacher_disagreement_score":0.02432465,"about_ca_system_score_codex":0.02432465,"about_ca_system_score_gemma":0.016337898,"threshold_uncertainty_score":0.17648852},"labels":[],"label_agreement":null},{"id":"W653813231","doi":"","title":"Vehicle Crash Testing on a GFRP-Reinforced PL-3 Concrete Bridge Barrier","year":2011,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Crash; Crash test; Slab; Materials science; Crashworthiness; Bridge (graph theory); Composite material; Forensic engineering; Engineering; Finite element method; Computer science","score_opus":0.04225201892787691,"score_gpt":0.21663359314383712,"score_spread":0.1743815742159602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W653813231","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990287,0.000038284128,0.0006391063,0.0000058977453,0.0000036955823,0.000011995335,0.00005979249,0.000014053059,0.00019857919],"genre_scores_gemma":[0.9979717,0.00009665958,0.00088650984,0.000009272548,0.0000014087054,0.000009506989,0.00016174364,0.000007479577,0.0008557046],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960834,0.00004550527,0.000023362732,0.000049967224,0.00018550458,0.00008734333],"domain_scores_gemma":[0.9995414,0.00009378562,0.000031107775,0.000031211872,0.0002423805,0.000060157006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033754602,0.0003792909,0.00032167105,0.00035928885,0.0003223163,0.00015605854,0.0006571737,0.00051361445,0.0013497163],"category_scores_gemma":[0.00044982284,0.00023089121,0.00035267154,0.00023734635,0.0001500181,0.00020562905,0.000272867,0.0003039739,0.0003362792],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00081178086,0.0001962551,0.010524428,0.00013141986,0.000051304316,0.0012493945,0.00050531636,0.005243396,0.97576946,0.000086023836,0.00015725494,0.0052738977],"study_design_scores_gemma":[0.00006415672,0.013742352,0.06815532,0.000027543823,0.000106639716,0.0005412426,0.000661426,0.012800086,0.9023095,0.00004121817,0.0015171593,0.000033450175],"about_ca_topic_score_codex":0.0043390105,"about_ca_topic_score_gemma":0.007333903,"teacher_disagreement_score":0.0043390105,"about_ca_system_score_codex":0.00018710947,"about_ca_system_score_gemma":0.00017659891,"threshold_uncertainty_score":0.008627534},"labels":[],"label_agreement":null},{"id":"W654083148","doi":"","title":"Protecting America's borders","year":2006,"lang":"en","type":"article","venue":"Traffic Technology International","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Software deployment; Computer security; Border Security; ALARM; Intrusion; Intrusion detection system; Shield; Constant false alarm rate; Computer science; Engineering; Business; Electrical engineering; Artificial intelligence","score_opus":0.0028263934802489777,"score_gpt":0.21202478091709873,"score_spread":0.20919838743684974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W654083148","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.050397445,0.018257285,0.014980601,0.099089175,0.004392223,0.000087292196,0.0005990709,0.00067591894,0.81152105],"genre_scores_gemma":[0.58392173,0.018949008,0.017767154,0.06301628,0.0012250395,0.00014880716,0.0010572945,0.00029747773,0.31361717],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99928194,0.0001188102,0.000025203854,0.00009194453,0.00028802143,0.00019397131],"domain_scores_gemma":[0.99866533,0.00015759828,0.00013144217,0.00026900004,0.000518526,0.0002580901],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001143668,0.0003938644,0.00020948783,0.00059226836,0.0036837691,0.0036321846,0.0007446631,0.0025102226,0.0126690585],"category_scores_gemma":[0.0023606531,0.00015490274,0.00021739182,0.00043152433,0.0015217541,0.0023678173,0.0035076162,0.0027303773,0.0026539972],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040705494,0.000050262082,0.007785019,0.0002206928,0.000028813749,0.00064335216,0.0063802456,0.00056765915,0.007131066,0.20948021,0.4457997,0.3218723],"study_design_scores_gemma":[0.0000022069157,0.000016119038,0.0022090867,0.000106684056,0.000006105181,0.00021984019,0.0012390135,0.00008112698,0.00056201615,0.0075984853,0.9879517,0.000007620807],"about_ca_topic_score_codex":0.022229321,"about_ca_topic_score_gemma":0.031542987,"teacher_disagreement_score":0.022229321,"about_ca_system_score_codex":0.0016659176,"about_ca_system_score_gemma":0.005099042,"threshold_uncertainty_score":0.044199824},"labels":[],"label_agreement":null},{"id":"W654441406","doi":"","title":"Get Smarter: How much can Turning CCTV Cameras into Intelligent CCTV Systems Enhance ITS?","year":2005,"lang":"en","type":"article","venue":"Traffic Technology International","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer security; Homeland security; Intelligent transportation system; Computer science; Work (physics); Order (exchange); Closed circuit; Transport engineering; Engineering; Telecommunications; Business","score_opus":0.005975184372879631,"score_gpt":0.22921680518424103,"score_spread":0.2232416208113614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W654441406","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.119734496,0.04352721,0.054007594,0.38893804,0.007175987,0.00027559756,0.0006012467,0.001997604,0.3837423],"genre_scores_gemma":[0.8321351,0.036618415,0.028966758,0.047696505,0.0029131107,0.00013308045,0.00043511027,0.00034120263,0.05076071],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99845326,0.00049163494,0.00004101208,0.00013419378,0.00059631706,0.00028347957],"domain_scores_gemma":[0.99664414,0.0011489076,0.00041646484,0.00028334913,0.001137456,0.00036969475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021288432,0.000652941,0.00042414325,0.00085478165,0.00086723163,0.003963541,0.0009956245,0.0025460941,0.013898653],"category_scores_gemma":[0.010806127,0.00022718887,0.00052912306,0.00091536035,0.001688547,0.007375161,0.0012311214,0.0013491432,0.00443418],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002827612,0.0004348139,0.017924272,0.0010374964,0.00009153292,0.00016742664,0.0012188043,0.0025850658,0.0048895814,0.05026041,0.098161265,0.8229465],"study_design_scores_gemma":[0.00011958243,0.0011794835,0.0672241,0.0018765965,0.00037749106,0.0008873244,0.013217231,0.009080419,0.018045418,0.1193956,0.76838243,0.00021423097],"about_ca_topic_score_codex":0.0035682942,"about_ca_topic_score_gemma":0.005682355,"teacher_disagreement_score":0.013898653,"about_ca_system_score_codex":0.001401882,"about_ca_system_score_gemma":0.0010409654,"threshold_uncertainty_score":0.046495557},"labels":[],"label_agreement":null},{"id":"W655181013","doi":"","title":"TRUCKERS BACK IMPROVING AMBASSADOR BRIDGE ACCESS","year":2003,"lang":"en","type":"article","venue":"Transport topics","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Truck; Engineering; Transport engineering; Forensic engineering; Telecommunications; Business; Automotive engineering; Medicine","score_opus":0.02204505660809653,"score_gpt":0.24404263829451842,"score_spread":0.2219975816864219,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W655181013","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27892065,0.0013301261,0.005894461,0.04386904,0.0026302172,0.0010908671,0.0054675136,0.0023224493,0.6584747],"genre_scores_gemma":[0.60267186,0.0015229705,0.0067642117,0.0033187116,0.00023471464,0.00021036755,0.0023749918,0.00016202392,0.38274008],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99927396,0.00006608564,0.0000149822245,0.00003504524,0.0002672181,0.00034268547],"domain_scores_gemma":[0.9980337,0.00007703164,0.000045856174,0.000054138345,0.0013596244,0.00042964553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006418928,0.00050066767,0.00019942124,0.0008698107,0.0056403596,0.0013514226,0.00088848284,0.0012935491,0.15827611],"category_scores_gemma":[0.00401189,0.00012341434,0.00028139373,0.00045867436,0.00037887387,0.00093313644,0.0019154379,0.0008225513,0.015851796],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023185184,0.0006348561,0.018209571,0.00017989296,0.00001682726,0.0004802087,0.0036345131,0.00069154997,0.00380373,0.0014328435,0.73731405,0.23337004],"study_design_scores_gemma":[0.00018296238,0.00093883736,0.20572677,0.00056405284,0.00012910287,0.00053846557,0.043554276,0.0027229395,0.005886807,0.0020669426,0.7375984,0.00009036872],"about_ca_topic_score_codex":0.61323524,"about_ca_topic_score_gemma":0.881826,"teacher_disagreement_score":0.38676476,"about_ca_system_score_codex":0.003822257,"about_ca_system_score_gemma":0.010853279,"threshold_uncertainty_score":0.778085},"labels":[],"label_agreement":null},{"id":"W6884561420","doi":"10.1061/(asce)be.1943-5592.0000470\">10.1061/(asce)be.1943-5592.0000470</a></p","title":"Steel Post-and-Beam Barrier with GFRP-Reinforced Concrete Curb and Bridge Deck Connection","year":2013,"lang":"en","type":"article","venue":"Scholar Commons (University of South Carolina)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Connection (principal bundle); Deck; Brittleness; Transverse plane; Structural load; Deflection (physics); Stirrup; Bridge deck","score_opus":0.0063584117440474,"score_gpt":0.16548308758087235,"score_spread":0.15912467583682496,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6884561420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961073,0.00006768946,0.0016333194,0.0000123235695,0.0000075987195,0.00005131076,0.00013214687,0.000118343785,0.0018698948],"genre_scores_gemma":[0.9929236,0.00006405118,0.0033693507,0.000013503918,0.0000016828984,0.000017903301,0.0002633532,0.00002618809,0.0033202248],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995241,0.000030905507,0.000014911088,0.00007167254,0.00026298486,0.000095459676],"domain_scores_gemma":[0.9994885,0.000044258224,0.00009067584,0.0000800252,0.00019513178,0.00010140087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028051008,0.0005074135,0.00032725747,0.00045085207,0.00047480292,0.0003171494,0.0010504123,0.00043069647,0.0029649904],"category_scores_gemma":[0.00058482966,0.00021895404,0.0002332081,0.00028350903,0.00035798436,0.00029662545,0.00035473012,0.0002713382,0.00057444826],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083379535,0.00026230456,0.014597505,0.00028344226,0.000032299336,0.0011320728,0.00033353225,0.012235368,0.9465569,0.0004462095,0.00063730864,0.022649312],"study_design_scores_gemma":[0.00012408163,0.010673513,0.20709343,0.00005487396,0.00009058142,0.0017983929,0.00073173514,0.026761027,0.7401945,0.00012826911,0.012239413,0.00011018897],"about_ca_topic_score_codex":0.026820093,"about_ca_topic_score_gemma":0.07339173,"teacher_disagreement_score":0.026820093,"about_ca_system_score_codex":0.00088963064,"about_ca_system_score_gemma":0.0008847838,"threshold_uncertainty_score":0.053327978},"labels":[],"label_agreement":null},{"id":"W6920214768","doi":"10.60692/43zcs-stp73","title":"Structural Qualification of a Developed GFRP-Reinforced Concrete Bridge Barrier using Ultimate Load Testing","year":2023,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Punching; Durability; Bridge (graph theory); Shear (geology); Flexural strength; Corrosion; Fibre-reinforced plastic; Ultimate load; Shear strength (soil)","score_opus":0.08058102821775837,"score_gpt":0.2496858805507086,"score_spread":0.16910485233295022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6920214768","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.992168,0.00002518378,0.0067265774,0.000017482265,0.000008543291,0.000070456685,0.0001292965,0.0001120044,0.0007425677],"genre_scores_gemma":[0.9892218,0.000045742647,0.007630944,0.000015137283,0.0000016947998,0.00005021907,0.00020881912,0.00001767798,0.0028079809],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995499,0.00003372459,0.000016774393,0.000057986814,0.0002932499,0.0000483082],"domain_scores_gemma":[0.99931026,0.00007282355,0.000076553806,0.00007285301,0.00036719695,0.0001003738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048823998,0.00040242556,0.00023340007,0.00032553513,0.0002789656,0.00018626271,0.0007723748,0.0007260626,0.0012099243],"category_scores_gemma":[0.0007986907,0.00017634551,0.0002718149,0.00014624515,0.0002960079,0.0002482786,0.00027144328,0.0003177538,0.00040743014],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012113529,0.000085926615,0.002387018,0.00003807825,0.0000059583317,0.0002566298,0.0001429352,0.0037175564,0.9891868,0.00010290967,0.00007432939,0.003880721],"study_design_scores_gemma":[0.000053950585,0.0048912684,0.035389923,0.000017446922,0.000024985155,0.00034096456,0.00020328921,0.02510401,0.93198544,0.000059203136,0.0018984606,0.00003099206],"about_ca_topic_score_codex":0.0019496768,"about_ca_topic_score_gemma":0.004471285,"teacher_disagreement_score":0.0019496768,"about_ca_system_score_codex":0.0002709688,"about_ca_system_score_gemma":0.0004240187,"threshold_uncertainty_score":0.0040475726},"labels":[],"label_agreement":null},{"id":"W6969035037","doi":"10.5281/zenodo.5792932","title":"The 2021 CODATA RDA Research Data Science Summer School - ICTP Trieste moodle image","year":2021,"lang":"en","type":"other","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Upload; Service (business); Data archive; File format; Image file formats","score_opus":0.08217588669226099,"score_gpt":0.31158016638822317,"score_spread":0.22940427969596217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6969035037","genre_codex":"dataset","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0008510918,0.00023025875,0.01423471,0.003125133,0.0025310197,0.00083120936,0.39847103,0.1820675,0.39765805],"genre_scores_gemma":[0.0049637854,0.0002739689,0.013182463,0.0016871485,0.0010084881,0.0016166918,0.4553447,0.119553015,0.40236968],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9976675,0.00033875604,0.00010674131,0.00039747622,0.0012548417,0.0002346508],"domain_scores_gemma":[0.9910755,0.0009842287,0.00030966752,0.0021153952,0.0032628882,0.0022522653],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0036193666,0.0015500276,0.0015782604,0.0024753343,0.0013968067,0.0073282225,0.0034082427,0.0015953562,0.70727485],"category_scores_gemma":[0.013870678,0.0015831604,0.0011656649,0.0031235076,0.00041437874,0.005036238,0.0058302185,0.0035787818,0.80585176],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003238382,0.000012349074,0.000030087725,0.00002990784,0.00000138207,0.000004176297,0.000008411527,0.000019115607,0.00008602084,0.00035636156,0.9935133,0.005906603],"study_design_scores_gemma":[0.000064500804,0.000017856206,0.0004660812,0.000037333193,0.000003188115,0.000013218289,0.000018969859,0.00018196525,0.00046142127,0.0011318495,0.9975859,0.000017675125],"about_ca_topic_score_codex":0.003728862,"about_ca_topic_score_gemma":0.0043369713,"teacher_disagreement_score":0.70727485,"about_ca_system_score_codex":0.0015135038,"about_ca_system_score_gemma":0.0018901223,"threshold_uncertainty_score":0.41753685},"labels":[],"label_agreement":null},{"id":"W6969330083","doi":"10.5683/sp3/jyt6qb","title":"The Power of Stories: Examining the Impact of Storytelling on Learners","year":2023,"lang":"en","type":"dataset","venue":"Borealis","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Storytelling; Treasure; Indigenous; Thematic analysis; Power (physics); Indigenous education; Table (database); Story telling; Key (lock)","score_opus":0.02506999334014774,"score_gpt":0.2792462122102111,"score_spread":0.25417621887006336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6969330083","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.039545454,0.00049033616,0.0007932851,0.00054709817,0.0000639499,0.00039903907,0.9498298,0.00025864516,0.0080724],"genre_scores_gemma":[0.030563734,0.00033561402,0.0040285136,0.00017153524,0.000024867246,0.002539355,0.9587788,0.00008842231,0.0034690816],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.997479,0.001034704,0.0003747628,0.0003606839,0.00052603486,0.00022476731],"domain_scores_gemma":[0.98699796,0.0075946106,0.0011994019,0.0013680799,0.002353722,0.00048622402],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0044885613,0.0005056958,0.00038910387,0.0040887976,0.001203197,0.001894447,0.0015286505,0.00091788697,0.011461572],"category_scores_gemma":[0.02444457,0.00028984895,0.0006116448,0.004604114,0.00044806142,0.0017110165,0.00279887,0.0013825148,0.007951087],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00080672215,0.0005542197,0.09913545,0.007432245,0.00017075466,0.00041845368,0.024028402,0.0010695934,0.0008792862,0.0058415774,0.76592034,0.09374287],"study_design_scores_gemma":[0.00019950057,0.00012898205,0.11348097,0.002328068,0.0000887131,0.00025177494,0.02674966,0.0013553767,0.0013461777,0.0016244561,0.8523569,0.0000893874],"about_ca_topic_score_codex":0.028398335,"about_ca_topic_score_gemma":0.06990811,"teacher_disagreement_score":0.028398335,"about_ca_system_score_codex":0.0017404518,"about_ca_system_score_gemma":0.0018129244,"threshold_uncertainty_score":0.056466103},"labels":[],"label_agreement":null},{"id":"W6976713822","doi":"10.60692/vkscj-8sg53","title":"Structural Qualification of a Developed GFRP-Reinforced Concrete Bridge Barrier using Ultimate Load Testing","year":2023,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Punching; Durability; Bridge (graph theory); Shear (geology); Flexural strength; Corrosion; Fibre-reinforced plastic; Ultimate load; Shear strength (soil)","score_opus":0.08058102821775837,"score_gpt":0.2496858805507086,"score_spread":0.16910485233295022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6976713822","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.992168,0.00002518378,0.0067265774,0.000017482265,0.000008543291,0.000070456685,0.0001292965,0.0001120044,0.0007425677],"genre_scores_gemma":[0.9892218,0.000045742647,0.007630944,0.000015137283,0.0000016947998,0.00005021907,0.00020881912,0.00001767798,0.0028079809],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995499,0.00003372459,0.000016774393,0.000057986814,0.0002932499,0.0000483082],"domain_scores_gemma":[0.99931026,0.00007282355,0.000076553806,0.00007285301,0.00036719695,0.0001003738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048823998,0.00040242556,0.00023340007,0.00032553513,0.0002789656,0.00018626271,0.0007723748,0.0007260626,0.0012099243],"category_scores_gemma":[0.0007986907,0.00017634551,0.0002718149,0.00014624515,0.0002960079,0.0002482786,0.00027144328,0.0003177538,0.00040743014],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012113529,0.000085926615,0.002387018,0.00003807825,0.0000059583317,0.0002566298,0.0001429352,0.0037175564,0.9891868,0.00010290967,0.00007432939,0.003880721],"study_design_scores_gemma":[0.000053950585,0.0048912684,0.035389923,0.000017446922,0.000024985155,0.00034096456,0.00020328921,0.02510401,0.93198544,0.000059203136,0.0018984606,0.00003099206],"about_ca_topic_score_codex":0.0019496768,"about_ca_topic_score_gemma":0.004471285,"teacher_disagreement_score":0.0019496768,"about_ca_system_score_codex":0.0002709688,"about_ca_system_score_gemma":0.0004240187,"threshold_uncertainty_score":0.0040475726},"labels":[],"label_agreement":null},{"id":"W7003561195","doi":"","title":"Cleveland, Ohio","year":2009,"lang":"hr","type":"other","venue":"OhioLink ETD Center (Ohio Library and Information Network)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Road construction; Work (physics); Data collection; George (robot)","score_opus":0.006792148288172016,"score_gpt":0.19005552294606895,"score_spread":0.18326337465789694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7003561195","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0016436566,0.0036515633,0.0010805753,0.00301118,0.0037602796,0.00021614968,0.011295776,0.00096417277,0.9743765],"genre_scores_gemma":[0.007056084,0.0036149241,0.0013226172,0.0007791948,0.0005925479,0.00020935816,0.004258822,0.00058924395,0.9815772],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987525,0.00012671901,0.00006515673,0.00051014073,0.00040220824,0.00014337442],"domain_scores_gemma":[0.99858415,0.00026468714,0.00010059419,0.00018633956,0.00043582465,0.00042840076],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0009752979,0.0019956364,0.00093981985,0.0017353691,0.0031772042,0.005113317,0.0013838718,0.0025463146,0.81989443],"category_scores_gemma":[0.0023004604,0.0007703237,0.0007986341,0.0022007036,0.00074901304,0.0024377366,0.0019366421,0.0020078917,0.4126975],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013866869,0.00019411511,0.001167952,0.00018386707,0.000022654644,0.00036410577,0.00010689592,0.0001083916,0.00052225555,0.0048210407,0.86577374,0.12659638],"study_design_scores_gemma":[0.00005600582,0.000036970767,0.0021268677,0.00012992938,0.00001031561,0.00012016826,0.000100837686,0.00006892487,0.00011705054,0.0004921206,0.9967242,0.00001668273],"about_ca_topic_score_codex":0.01450302,"about_ca_topic_score_gemma":0.035119347,"teacher_disagreement_score":0.18010557,"about_ca_system_score_codex":0.0016912412,"about_ca_system_score_gemma":0.0027281127,"threshold_uncertainty_score":0.25689864},"labels":[],"label_agreement":null},{"id":"W7012968690","doi":"","title":"Toronto, Ohio","year":2009,"lang":"en","type":"other","venue":"OhioLink ETD Center (Ohio Library and Information Network)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Mill; Plan (archaeology); New england; Local planning","score_opus":0.004920105784643319,"score_gpt":0.18406582217563705,"score_spread":0.17914571639099372,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7012968690","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00081839925,0.0031031622,0.00041217604,0.0018726262,0.0011802838,0.00003293904,0.008143138,0.00032926834,0.9841081],"genre_scores_gemma":[0.00229973,0.0017655878,0.00027443512,0.0002197978,0.00006150808,0.000013973044,0.0016109939,0.00016253712,0.9935915],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994955,0.000033407774,0.00002516413,0.00015824036,0.00019853126,0.00008917878],"domain_scores_gemma":[0.9990933,0.0000863659,0.000049145132,0.00008749027,0.0003955622,0.0002881701],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00027482334,0.0015329052,0.0006682898,0.0010363874,0.0038110493,0.0050876243,0.00067668135,0.001783414,0.82593215],"category_scores_gemma":[0.0008640259,0.00051429245,0.00047017253,0.0026831487,0.00072085694,0.001734966,0.0015764431,0.0013355915,0.4842214],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006661537,0.000032875105,0.0006775998,0.00019887695,0.000007626874,0.00040887264,0.00022397171,0.00019613396,0.00045469214,0.007719019,0.908467,0.08154676],"study_design_scores_gemma":[0.000007263585,0.0000069512967,0.00075143203,0.00006113779,0.0000030122446,0.000052965122,0.00016850253,0.000044078963,0.000096194344,0.00031922414,0.9984837,0.0000056017566],"about_ca_topic_score_codex":0.14755288,"about_ca_topic_score_gemma":0.4425274,"teacher_disagreement_score":0.82593215,"about_ca_system_score_codex":0.004540981,"about_ca_system_score_gemma":0.006377286,"threshold_uncertainty_score":0.29338807},"labels":[],"label_agreement":null},{"id":"W7012995462","doi":"","title":"Cleveland, Ohio","year":2009,"lang":"en","type":"other","venue":"OhioLink ETD Center (Ohio Library and Information Network)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Forging; Coal; Shock absorber; Shock (circulatory)","score_opus":0.0057907794551311466,"score_gpt":0.1831201550210645,"score_spread":0.17732937556593334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7012995462","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0009651194,0.0028618078,0.0007106039,0.0023355721,0.0031653224,0.00013845575,0.006938887,0.00075228186,0.98213196],"genre_scores_gemma":[0.0042418386,0.0027852545,0.00091765384,0.00062195276,0.0004870066,0.00013916845,0.0027325046,0.00045774062,0.98761684],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99894017,0.00010147348,0.000054259133,0.00043270813,0.0003431429,0.00012816372],"domain_scores_gemma":[0.99883145,0.00019002413,0.00007970109,0.00015764074,0.00037351655,0.000367741],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00081956765,0.0018221828,0.00084940635,0.0016270733,0.0028440887,0.004936673,0.001218509,0.0023315728,0.8454436],"category_scores_gemma":[0.0018725502,0.000622622,0.00073143124,0.0019164763,0.0006294894,0.0024520876,0.0018645115,0.0019491647,0.5084469],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012767561,0.00016690911,0.000963491,0.00016352416,0.000018771512,0.00033727856,0.00007949545,0.00009457204,0.00044750705,0.0051187347,0.8574909,0.13499106],"study_design_scores_gemma":[0.000035615718,0.00002342707,0.0010512294,0.000094441355,0.0000068627883,0.000093225426,0.00006031417,0.000049392478,0.00008704952,0.00038399437,0.998104,0.000010399141],"about_ca_topic_score_codex":0.009870959,"about_ca_topic_score_gemma":0.02553635,"teacher_disagreement_score":0.1545564,"about_ca_system_score_codex":0.0014810623,"about_ca_system_score_gemma":0.0023544345,"threshold_uncertainty_score":0.22045588},"labels":[],"label_agreement":null},{"id":"W7019325699","doi":"","title":"Field monitoring of reinforced concrete bridge barriers reinforced with GFRP and steel bars","year":2011,"lang":"en","type":"article","venue":"NPARC","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Christian ministry; Bridge (graph theory); Reinforced concrete; Compressive strength; Fiber-reinforced concrete","score_opus":0.014169010531018763,"score_gpt":0.20785421880563834,"score_spread":0.19368520827461957,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7019325699","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973563,0.00005948736,0.0010720277,0.000028162214,0.0000048166085,0.00006238891,0.0002840133,0.000049485083,0.0010833179],"genre_scores_gemma":[0.99547064,0.00008213708,0.0020409867,0.000017179325,0.0000022043646,0.00004671776,0.00040552934,0.000005547556,0.0019290944],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99963534,0.00003388933,0.0000057002835,0.00006497545,0.0001770763,0.00008294129],"domain_scores_gemma":[0.99927753,0.000052936357,0.00005591135,0.000018263321,0.0005052492,0.00009020936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040364737,0.00033504146,0.00026154093,0.0007001194,0.00074675167,0.00025429818,0.0005558949,0.0005197922,0.0006490871],"category_scores_gemma":[0.00029908406,0.00017454983,0.00017558796,0.00035115445,0.00031480388,0.00018717833,0.00016311469,0.0004227468,0.00018866088],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00096667965,0.0007801688,0.07397034,0.0001452616,0.000030501817,0.0005758968,0.00075448066,0.003970416,0.903934,0.00015336306,0.0009532023,0.013765756],"study_design_scores_gemma":[0.00016012296,0.005136896,0.70161676,0.000047331174,0.00007537534,0.00031389773,0.0014552969,0.015131157,0.2711732,0.00008692809,0.0047457325,0.000057201614],"about_ca_topic_score_codex":0.2283644,"about_ca_topic_score_gemma":0.3761651,"teacher_disagreement_score":0.2283644,"about_ca_system_score_codex":0.0014150302,"about_ca_system_score_gemma":0.0013354003,"threshold_uncertainty_score":0.45407033},"labels":[],"label_agreement":null},{"id":"W7030573539","doi":"","title":"Numerical Modeling and Characterization of the crashworthiness of aluminum-wood hybrid structures : application to traffic safety barriers on road bridges with extruded aluminum decking","year":2025,"lang":"fr","type":"article","venue":"theses.fr (ABES)","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Numerical modeling; Crashworthiness; Rail transportation; Numerical models","score_opus":0.006337774302281307,"score_gpt":0.22094849399570035,"score_spread":0.21461071969341905,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7030573539","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92717874,0.0002833424,0.06503254,0.00010861494,0.000031841264,0.000054367298,0.00020718723,0.00031378464,0.006789558],"genre_scores_gemma":[0.99228317,0.000103381346,0.0057603526,0.0000063640546,0.0000021492547,0.00002360113,0.00007481642,0.000015259018,0.0017308925],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998902,0.000014514048,0.000007263682,0.000020600235,0.000046642836,0.000020787638],"domain_scores_gemma":[0.9997154,0.00009582805,0.00003934231,0.000037220532,0.0000954998,0.000016803653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027211153,0.0004768342,0.00043074836,0.00044745553,0.00038981152,0.00082304765,0.0006949417,0.0010180654,0.001637249],"category_scores_gemma":[0.0006007711,0.0002457996,0.00045662528,0.00040297702,0.00041704474,0.00031870155,0.00033684407,0.00029265627,0.0002953094],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005555164,0.00006332506,0.0030158826,0.00006701785,0.000013526963,0.00012374182,0.00010124529,0.9603941,0.028355634,0.00054481305,0.000116486386,0.007148646],"study_design_scores_gemma":[0.000006012366,0.00007496571,0.0015151082,0.00000559833,0.000008039299,0.000019275145,0.000052877123,0.9921841,0.0056508468,0.000098653974,0.00037647455,0.000008005193],"about_ca_topic_score_codex":0.0139480615,"about_ca_topic_score_gemma":0.013566634,"teacher_disagreement_score":0.0139480615,"about_ca_system_score_codex":0.00057952694,"about_ca_system_score_gemma":0.00069413445,"threshold_uncertainty_score":0.027733743},"labels":[],"label_agreement":null},{"id":"W7061383059","doi":"","title":"Premier Power Reports Fourth Quarter and 2011 Results","year":2012,"lang":"en","type":"other","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Power (physics); Quarter (Canadian coin)","score_opus":0.00612346911422502,"score_gpt":0.2003774347904114,"score_spread":0.19425396567618639,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7061383059","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0024734272,0.00039007046,0.0017155166,0.002028901,0.001115347,0.00029531863,0.20007616,0.0019845066,0.7899208],"genre_scores_gemma":[0.004666912,0.00047595418,0.00085201295,0.00036876788,0.00018093597,0.00019276375,0.06570287,0.00096776173,0.926592],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9971355,0.00020151486,0.000097973076,0.00021137515,0.001996615,0.000356974],"domain_scores_gemma":[0.99371004,0.0005459122,0.00020804703,0.00067358144,0.00450587,0.00035657219],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0019142976,0.001238254,0.00064293825,0.0061837463,0.0016545871,0.0041813124,0.0014345202,0.0010384673,0.37353563],"category_scores_gemma":[0.0073556867,0.00065703905,0.0009759825,0.0058445306,0.0003497402,0.0019055741,0.0010462546,0.0016991185,0.29292947],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005384418,0.000045021927,0.0005237944,0.00005287974,0.000005471936,0.000010564022,0.000013303851,0.00020881718,0.000040541094,0.0013520331,0.9821034,0.015590261],"study_design_scores_gemma":[0.000046289082,0.000033219916,0.009424772,0.00008909326,0.00002264477,0.000025387362,0.00009634638,0.0004235947,0.0007318718,0.0013806011,0.987705,0.000021266424],"about_ca_topic_score_codex":0.0850372,"about_ca_topic_score_gemma":0.13845049,"teacher_disagreement_score":0.37353563,"about_ca_system_score_codex":0.0032733371,"about_ca_system_score_gemma":0.0048310217,"threshold_uncertainty_score":0.8935754},"labels":[],"label_agreement":null},{"id":"W7094685211","doi":"","title":"Design and Implementation\\nof the\\nManitoba Constrained-Width Tall Wall Barrier","year":2017,"lang":"","type":"article","venue":"Insecta mundi","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Research Manitoba","funders":"","keywords":"Deck; Bridge (graph theory); Span (engineering); Cantilever; Footprint; Bridge deck; Base (topology)","score_opus":0.024834473535487456,"score_gpt":0.2764704126633797,"score_spread":0.2516359391278922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7094685211","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6322467,0.00030016992,0.272363,0.0004406203,0.00022856977,0.003428761,0.0012740515,0.0037605586,0.08595753],"genre_scores_gemma":[0.7670808,0.00034734246,0.167721,0.00016270488,0.000015636606,0.0015443268,0.0010982616,0.00031039314,0.06171954],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99969065,0.000021363889,0.000009382588,0.00004432192,0.00015171712,0.00008255485],"domain_scores_gemma":[0.9996462,0.000011913841,0.000019565987,0.0000336438,0.00019916902,0.00008962281],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046579083,0.00044103005,0.00023657164,0.0004431796,0.00051652355,0.0008239072,0.0012578664,0.00045624565,0.009966011],"category_scores_gemma":[0.0003645336,0.00032829557,0.00027348168,0.00020301579,0.00031082676,0.00021574898,0.0006964636,0.00047853647,0.0031716032],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00088088954,0.0008632397,0.024909927,0.000911952,0.00006222727,0.0016776036,0.0011001924,0.049392555,0.6626935,0.014046878,0.010996485,0.2324645],"study_design_scores_gemma":[0.0005508203,0.008379982,0.10876221,0.0003996647,0.00019194088,0.0016694516,0.00263195,0.19997723,0.28051603,0.0015456404,0.39510667,0.0002682595],"about_ca_topic_score_codex":0.01699834,"about_ca_topic_score_gemma":0.033658415,"teacher_disagreement_score":0.98300165,"about_ca_system_score_codex":0.00069660397,"about_ca_system_score_gemma":0.0024135963,"threshold_uncertainty_score":0.033798814},"labels":[],"label_agreement":null},{"id":"W7133237775","doi":"10.2310/derm.1.2005.2085","title":"INFLUENCE OF VEHICLES ON IRRITANT PATCH TEST REACTIONS DUE TO SEVERAL COSMETIC INGREDIENTS","year":2005,"lang":"en","type":"article","venue":"Dermatitis","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Patch test; Patch testing; Test (biology); Test method","score_opus":0.006231211207659403,"score_gpt":0.2149264314150803,"score_spread":0.2086952202074209,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7133237775","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99776125,0.0006167271,0.00040093748,0.00001045335,0.000017188633,0.000021041846,0.000057925125,0.000008620902,0.0011058315],"genre_scores_gemma":[0.9979845,0.00038176266,0.00032598616,0.000019011766,0.000012583854,0.0000092359,0.0001395402,0.000011298419,0.0011160087],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99926406,0.00029682924,0.00003966266,0.000089697896,0.0001567102,0.00015293848],"domain_scores_gemma":[0.99822325,0.001136646,0.00012113221,0.00009163285,0.0003095722,0.00011774669],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006959706,0.0005206887,0.00028439346,0.00053151755,0.0003037378,0.00045763425,0.00028811628,0.0004007251,0.002943669],"category_scores_gemma":[0.0014498194,0.00024264106,0.00066633004,0.00037887637,0.00035151115,0.0003627676,0.0002219596,0.00033792193,0.00040171345],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.021141727,0.0010572296,0.014830049,0.000368714,0.00015177563,0.00069754827,0.0003823664,0.00091727986,0.9429404,0.00014989999,0.00013870743,0.017224276],"study_design_scores_gemma":[0.0000883829,0.01796136,0.049328864,0.000022579017,0.00030905908,0.0006283112,0.00036772023,0.0014596501,0.92831254,0.00007910949,0.0014191277,0.000023308352],"about_ca_topic_score_codex":0.0019226603,"about_ca_topic_score_gemma":0.0019610315,"teacher_disagreement_score":0.002943669,"about_ca_system_score_codex":0.00030179173,"about_ca_system_score_gemma":0.00025833922,"threshold_uncertainty_score":0.009847522},"labels":[],"label_agreement":null},{"id":"W7164857259","doi":"10.4050/sm_struct_2009-4326","title":"State of Crashworthiness Modeling &amp;amp; Simulation","year":2009,"lang":"","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bell Helicopter Textron (Canada)","funders":"","keywords":"Crashworthiness; Modeling and simulation; State (computer science); Simulation modeling; Mathematical model; Computer simulation","score_opus":0.030614918766137412,"score_gpt":0.2859207078160241,"score_spread":0.25530578904988666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7164857259","genre_codex":"methods","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.056983445,0.0038285656,0.82480353,0.0019267317,0.00051973603,0.00015300247,0.0041494058,0.0049719787,0.102663666],"genre_scores_gemma":[0.91419625,0.0036982826,0.058582336,0.00017188698,0.0002185945,0.00023816378,0.0037991554,0.00024211395,0.018853225],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995615,0.00010501378,0.000035077326,0.00007633106,0.00017898473,0.00004315589],"domain_scores_gemma":[0.9979232,0.0007140106,0.0001537425,0.00053863827,0.0006045806,0.00006587356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008942292,0.0005255818,0.00043032135,0.0009219666,0.00038642148,0.0026435757,0.0012153549,0.0007886618,0.008676765],"category_scores_gemma":[0.0036626155,0.00044405242,0.0005667887,0.0007698473,0.000664302,0.0032531454,0.000991598,0.0010556042,0.0019400526],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003693522,0.0003679726,0.011724911,0.00056780723,0.00017150251,0.00018127392,0.00030450078,0.44553685,0.0053606373,0.29814094,0.03738809,0.19988628],"study_design_scores_gemma":[0.00002322297,0.000062441606,0.0015662371,0.000096190095,0.000058577512,0.00004978559,0.000052106774,0.89685214,0.0067022624,0.05777257,0.03672361,0.000040905317],"about_ca_topic_score_codex":0.0053962045,"about_ca_topic_score_gemma":0.003579088,"teacher_disagreement_score":0.008676765,"about_ca_system_score_codex":0.0008217702,"about_ca_system_score_gemma":0.0012864457,"threshold_uncertainty_score":0.029026687},"labels":[],"label_agreement":null},{"id":"W752371224","doi":"","title":"Design of a TL-4 Median Cable Barrier for Deerfoot Trail, Calgary","year":2007,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering; Deflection (physics); Structural engineering; Physics","score_opus":0.017472258284239955,"score_gpt":0.2328320097780765,"score_spread":0.21535975149383654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W752371224","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91271764,0.00023727068,0.058125954,0.00026085845,0.00007952334,0.0006608211,0.0005528122,0.0006548568,0.026710318],"genre_scores_gemma":[0.94231385,0.00020213693,0.044162378,0.00005061883,0.000005660512,0.00021732562,0.00050228863,0.00006313268,0.012482676],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99959666,0.000023410408,0.0000148936515,0.000056343248,0.0001859814,0.00012274952],"domain_scores_gemma":[0.9995503,0.00002482694,0.000040074327,0.000024091498,0.00024106128,0.00011964736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029086022,0.00042876578,0.00032411804,0.0006784581,0.0012713664,0.00087451184,0.0009899465,0.00040487206,0.0036639785],"category_scores_gemma":[0.0005627067,0.00034364316,0.00019748286,0.00030228612,0.00046364145,0.00031742343,0.0007817489,0.00042103912,0.0006339182],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019096191,0.00061586645,0.0828841,0.0007979508,0.0000725307,0.0046712663,0.0013759704,0.11524927,0.5430705,0.008824938,0.011407172,0.22912091],"study_design_scores_gemma":[0.0010405832,0.0139896115,0.25764662,0.000505499,0.00033467155,0.0050130053,0.008579197,0.17751919,0.34934765,0.0025117407,0.18306541,0.000446803],"about_ca_topic_score_codex":0.037920937,"about_ca_topic_score_gemma":0.109118685,"teacher_disagreement_score":0.96207905,"about_ca_system_score_codex":0.0012129078,"about_ca_system_score_gemma":0.004322198,"threshold_uncertainty_score":0.07540047},"labels":[],"label_agreement":null},{"id":"W75323213","doi":"","title":"Review of Current Damage-Level Criteria for Longitudinal Barrier Repair","year":2008,"lang":"en","type":"article","venue":"Transportation Research Board 87th Annual MeetingTransportation Research Board","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Loss and damage; Liability; Business; Risk analysis (engineering); Forensic engineering; Engineering; Accounting","score_opus":0.17226362562546912,"score_gpt":0.42701295697777525,"score_spread":0.25474933135230615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W75323213","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00063544,0.9930878,0.0012371553,0.0011743427,0.00038183,0.00010634166,0.00035384903,0.000030662137,0.002992511],"genre_scores_gemma":[0.007574747,0.98424745,0.005523194,0.0007309532,0.0002596254,0.00016160021,0.00083319674,0.000014690991,0.0006545901],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99464405,0.00094873516,0.0020334155,0.00033658653,0.0018798505,0.00015744433],"domain_scores_gemma":[0.97884136,0.00961646,0.0028611673,0.00026824072,0.008113448,0.00029930152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008622625,0.0013751031,0.0031103652,0.016515967,0.00091402826,0.0025699097,0.004084877,0.001280621,0.004620998],"category_scores_gemma":[0.019600602,0.0009134053,0.0018536681,0.0139294695,0.0012738628,0.0024796214,0.00086968014,0.0010621996,0.0016344354],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012813845,0.00010595925,0.0030614862,0.07201629,0.00026268646,0.00018670261,0.00035534237,0.0010026707,0.00038713802,0.0045589763,0.06800682,0.8499277],"study_design_scores_gemma":[0.00005844665,0.00031604822,0.019743698,0.1612611,0.0016220596,0.0014784607,0.0009861492,0.0010749847,0.00081004534,0.0033791976,0.80914724,0.00012259341],"about_ca_topic_score_codex":0.04362925,"about_ca_topic_score_gemma":0.08459714,"teacher_disagreement_score":0.04362925,"about_ca_system_score_codex":0.0053687706,"about_ca_system_score_gemma":0.015255691,"threshold_uncertainty_score":0.08675063},"labels":[],"label_agreement":null},{"id":"W765793435","doi":"","title":"Development of a Safety Improvement Strategy at a Truck Rollover Prone Location","year":2008,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rollover (web design); Truck; Transport engineering; Signage; Canyon; Warning system; Christian ministry; Engineering; Business; Computer science; Geography; Automotive engineering; Cartography; Telecommunications","score_opus":0.014588639875701305,"score_gpt":0.20984097975102195,"score_spread":0.19525233987532065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W765793435","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6361652,0.0022921008,0.25113115,0.014550594,0.000480392,0.007612397,0.0007222853,0.004572766,0.08247317],"genre_scores_gemma":[0.7995928,0.0016889105,0.185518,0.00092920073,0.00006889541,0.0009396823,0.0006765387,0.000045081866,0.010540889],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9986971,0.00036187278,0.0001117385,0.00014298144,0.0005410909,0.00014518389],"domain_scores_gemma":[0.99620736,0.00029333876,0.0004096466,0.00013811117,0.0026327937,0.00031871482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018522383,0.00054284994,0.0002598867,0.0026072506,0.0010883295,0.0014900061,0.0013182051,0.00082099106,0.0021904015],"category_scores_gemma":[0.00409968,0.00021373527,0.00024351108,0.0010556676,0.00025447184,0.0012138139,0.0007097046,0.0004720049,0.0008178436],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015162746,0.0014005533,0.03556227,0.0014546481,0.000054622178,0.0012018394,0.0024767003,0.007643768,0.04929894,0.0034695019,0.0186661,0.8786195],"study_design_scores_gemma":[0.00045094718,0.010334829,0.3521135,0.0031225584,0.0007734127,0.003017366,0.04519705,0.10576193,0.20429018,0.006973868,0.2676049,0.00035950763],"about_ca_topic_score_codex":0.013494392,"about_ca_topic_score_gemma":0.02453158,"teacher_disagreement_score":0.013494392,"about_ca_system_score_codex":0.0015052016,"about_ca_system_score_gemma":0.009330847,"threshold_uncertainty_score":0.026831686},"labels":[],"label_agreement":null},{"id":"W834892315","doi":"10.17226/14250","title":"Reducing Litter on Roadsides","year":2009,"lang":"en","type":"book","venue":"Transportation Research Board eBooks","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Environmental science; Litter; Agronomy; Biology","score_opus":0.04423881464611238,"score_gpt":0.3093602321249223,"score_spread":0.2651214174788099,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W834892315","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03433233,0.44186193,0.006515602,0.01126613,0.0030319095,0.00035690618,0.0027904578,0.00072936737,0.49911526],"genre_scores_gemma":[0.099251926,0.50110686,0.018329706,0.005601318,0.0008681056,0.00023283601,0.0028391187,0.00022991655,0.37154022],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99933076,0.00008838199,0.000033927885,0.000054891076,0.00045162055,0.000040456624],"domain_scores_gemma":[0.99956924,0.0001277593,0.000059896094,0.000019302995,0.00021011125,0.0000137364805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005588732,0.00030716564,0.00033275998,0.0024631992,0.00053962646,0.0015843795,0.00070011336,0.0006341134,0.02070149],"category_scores_gemma":[0.0012245155,0.00013684492,0.0003189782,0.0019355789,0.00031022017,0.0009898352,0.00050186337,0.000373511,0.0038380253],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024705994,0.000058793445,0.00084134267,0.0055841515,0.000014532828,0.00012620713,0.0006517008,0.00052891346,0.0025481083,0.0068633854,0.10463123,0.87812686],"study_design_scores_gemma":[0.0000037035472,0.00008697711,0.003711763,0.0041718786,0.00003128525,0.0003297586,0.0008580093,0.00013147587,0.003568696,0.0015117052,0.9855847,0.000010020532],"about_ca_topic_score_codex":0.018391117,"about_ca_topic_score_gemma":0.066010244,"teacher_disagreement_score":0.02070149,"about_ca_system_score_codex":0.0017945153,"about_ca_system_score_gemma":0.0029508194,"threshold_uncertainty_score":0.069253385},"labels":[],"label_agreement":null},{"id":"W835642171","doi":"","title":"New Approaches to Improving Safety Canada","year":2007,"lang":"en","type":"article","venue":"23RD PIARC WORLD ROAD CONGRESS PARIS, 17-21 SEPTEMBER 2007","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Transport engineering; Collision; Engineering; Geography; Forensic engineering; Computer science; Computer security","score_opus":0.022156934880823233,"score_gpt":0.218838875748198,"score_spread":0.19668194086737475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W835642171","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011799895,0.012720762,0.044306234,0.44018635,0.0061568925,0.00097099907,0.002024336,0.001547988,0.48028654],"genre_scores_gemma":[0.2941394,0.030201739,0.14966646,0.1362221,0.0028799674,0.0014447989,0.0030828419,0.000636332,0.3817263],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.98540986,0.0023873092,0.00038857546,0.0013625192,0.008038301,0.0024133746],"domain_scores_gemma":[0.9821942,0.0012379532,0.00042456342,0.0011543285,0.011929174,0.0030598023],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009710672,0.0011597775,0.0005207456,0.0053646443,0.011469905,0.0074167303,0.0047676275,0.0038521565,0.031749923],"category_scores_gemma":[0.016721567,0.00045956558,0.0011309367,0.0050354614,0.0055125225,0.004937589,0.0067575434,0.0052656303,0.003530539],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006167378,0.00035721698,0.0054657534,0.00047807297,0.00006253207,0.00020198194,0.0036050158,0.0024116081,0.0009815545,0.29625583,0.39868993,0.29142892],"study_design_scores_gemma":[0.000046128298,0.000073375384,0.0064901933,0.000418847,0.000054907006,0.00010253862,0.003648696,0.0015376512,0.0006708288,0.030343503,0.95655036,0.000062896586],"about_ca_topic_score_codex":0.9282926,"about_ca_topic_score_gemma":0.9465436,"teacher_disagreement_score":0.07170743,"about_ca_system_score_codex":0.054852687,"about_ca_system_score_gemma":0.27365035,"threshold_uncertainty_score":0.39798594},"labels":[],"label_agreement":null},{"id":"W840370283","doi":"","title":"EMERGENCY TRAFFIC MANAGEMENT","year":2003,"lang":"en","type":"article","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Work (physics); Crash; Emergency management; Truck; Control (management); Transport engineering; Incident management; Engineering; Medical emergency; Computer science; Computer security; Medicine","score_opus":0.007351703336949927,"score_gpt":0.20476469544814577,"score_spread":0.19741299211119584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W840370283","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.017560849,0.012434626,0.16500923,0.020181553,0.010908166,0.0043120277,0.004405221,0.0077762604,0.75741196],"genre_scores_gemma":[0.24904369,0.035926998,0.21432242,0.015257845,0.004559886,0.005078639,0.014334628,0.0017414448,0.4597345],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99661463,0.0005994349,0.00028468392,0.00022234983,0.0018782475,0.0004007082],"domain_scores_gemma":[0.99561274,0.00034088237,0.00028676525,0.00018269938,0.0031875982,0.00038930099],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019839306,0.0006438267,0.00044035495,0.0030274,0.0024159027,0.0025052596,0.002121187,0.0014929232,0.024142168],"category_scores_gemma":[0.006317411,0.00024115024,0.0005014942,0.0014196743,0.0004972173,0.0013385874,0.002191857,0.0015159133,0.009258172],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004593766,0.00020574582,0.0024834839,0.00048346978,0.000012512129,0.00038326628,0.00063305674,0.003610936,0.0008131865,0.029932808,0.40704894,0.5543466],"study_design_scores_gemma":[0.00002082545,0.0000479283,0.002130548,0.00045364993,0.000011333664,0.0004667839,0.00034673486,0.0014625688,0.00052691903,0.0032737157,0.9912271,0.000031948883],"about_ca_topic_score_codex":0.020560624,"about_ca_topic_score_gemma":0.032916114,"teacher_disagreement_score":0.024142168,"about_ca_system_score_codex":0.0027125296,"about_ca_system_score_gemma":0.008037506,"threshold_uncertainty_score":0.08076364},"labels":[],"label_agreement":null},{"id":"W948972243","doi":"10.1520/stp14503s","title":"Certification Cost Reduction Using Compression-After-Impact Testing","year":2001,"lang":"en","type":"book-chapter","venue":"","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bell Helicopter Textron (Canada)","funders":"","keywords":"Certification; Reduction (mathematics); Compression (physics); Cost reduction; Reliability engineering; Computer science; Business; Materials science; Economics; Engineering; Composite material; Mathematics; Marketing","score_opus":0.06910188594387885,"score_gpt":0.2774927348548825,"score_spread":0.20839084891100368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W948972243","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.059293024,0.0073499065,0.2410794,0.0012395902,0.0006063528,0.0005927774,0.00033855124,0.0033361625,0.68616426],"genre_scores_gemma":[0.21075054,0.0076813563,0.22441544,0.00045238232,0.00018147165,0.00029627397,0.0011465817,0.00077296386,0.55430305],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994436,0.00003470933,0.0000108763215,0.00003621287,0.0004575445,0.000017069786],"domain_scores_gemma":[0.9994355,0.00018240993,0.000024851353,0.00007179588,0.00026705008,0.000018338225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035040555,0.0006053699,0.00031284807,0.0014331588,0.00023967956,0.00090726,0.0012848955,0.0004979126,0.018924534],"category_scores_gemma":[0.000793835,0.00026267522,0.00027804554,0.00074024353,0.00022154013,0.0010717758,0.00038575695,0.0007031163,0.0058942195],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052886924,0.00022181237,0.0005118165,0.00034014473,0.0000092700675,0.00021991208,0.0001408862,0.007456587,0.05101651,0.02859563,0.030588573,0.88084596],"study_design_scores_gemma":[0.000058822487,0.0009134735,0.006349707,0.00047704732,0.00006779408,0.0029485796,0.00026425414,0.045437466,0.19588953,0.026055554,0.7214359,0.00010186826],"about_ca_topic_score_codex":0.00090099423,"about_ca_topic_score_gemma":0.0027490922,"teacher_disagreement_score":0.018924534,"about_ca_system_score_codex":0.0007604535,"about_ca_system_score_gemma":0.0005495842,"threshold_uncertainty_score":0.063308895},"labels":[],"label_agreement":null}]}