{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":230,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":230,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"query_hash":"9462ac53adae","filters":{"venue":"Report"}},"results":[{"id":"W1965191467","doi":"10.2749/222137809796078694","title":"Structural connections for massive timber plate elements in hybrid structures","year":2009,"lang":"en","type":"article","venue":"Report","topic":"Civil and Structural Engineering Research","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"University of British Columbia; Natural Resources Canada; New Brunswick Innovation Foundation","keywords":"Structural engineering; Composite number; Engineering; Action (physics); Computer science; Geology; Materials science; Composite material; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01447790562161906,"gpt":0.2759629511099631,"spread":0.2614850454883441,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006945933,0.0001370862,0.0001624927,0.000115653,0.00004623869,0.00003053591,0.00007388674,0.0000442491,0.0001143747],"category_scores_gemma":[0.00006489107,0.0001247463,0.00005979708,0.0001000509,0.00001142129,0.00009061828,0.00001014894,0.0001578161,0.000003626242],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001111846,"about_ca_system_score_gemma":0.00001650903,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001526439,"about_ca_topic_score_gemma":0.00001888772,"domain_scores_codex":[0.9990073,0.000003980076,0.0002903272,0.0001701644,0.0001528754,0.000375372],"domain_scores_gemma":[0.9996571,0.00002762512,0.00002625748,0.0001722984,0.0000352929,0.00008141532],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00005305311,0.00001209472,0.02441147,0.0001926866,0.0001496758,0.00104561,0.0002297004,0.9211076,0.0144178,0.00280245,0.005150815,0.03042707],"study_design_scores_gemma":[0.001256235,0.000118402,0.556439,0.00004076885,0.00002082767,0.001031844,0.00003004579,0.4064465,0.01045428,0.01339071,0.01013253,0.0006389187],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9963936,0.0001009187,0.001141208,0.00005502923,0.0004253283,0.0002627138,0.00002409086,0.0001767832,0.001420289],"genre_scores_gemma":[0.9981279,0.00001312976,0.00132322,0.00001019911,0.0001153752,0.00001917007,0.0000638064,0.00001753858,0.0003096185],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5320275,"threshold_uncertainty_score":0.5087007,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3127977481","doi":"10.2749/vancouver.2017.0430","title":"Seismic Performance of Cross Laminated Timber (CLT) Platform Building by Incremental Dynamic Analysis","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"FPInnovations; University of Northern British Columbia; University of British Columbia","funders":"","keywords":"OpenSees; Cross laminated timber; Orthotropic material; Structural engineering; Finite element method; Shear wall; Seismic analysis; Geology; Incremental Dynamic Analysis; Seismic loading; Engineering; Geotechnical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01206052008048246,"gpt":0.2817481490681762,"spread":0.2696876289876937,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002184664,0.0001248058,0.0002808761,0.00006631602,0.0001991045,0.00004345824,0.0001520956,0.00005494791,0.00002787761],"category_scores_gemma":[0.00003896131,0.0001190385,0.0001104151,0.000105775,0.00009253201,0.0002471691,0.00007880927,0.00008933636,0.000004571783],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009998959,"about_ca_system_score_gemma":0.000008866879,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001801193,"about_ca_topic_score_gemma":0.0007838016,"domain_scores_codex":[0.9991214,0.000002560065,0.0003428685,0.0001644032,0.0001755584,0.0001932429],"domain_scores_gemma":[0.9992655,0.0000133931,0.0001387238,0.0004948959,0.00005453135,0.00003297361],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.000006453773,0.0000149863,0.9821576,0.00007517621,0.0005000101,0.00001944333,0.00009430079,0.01252353,0.003768415,0.000001295616,0.0001028071,0.000735931],"study_design_scores_gemma":[0.0001332345,0.00001412126,0.7767544,0.00001259732,0.0001197781,0.00001733908,0.00002209423,0.2131936,0.009196293,0.000005111671,0.000406552,0.0001248985],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.995787,0.0001184701,0.0007843078,0.00001008703,0.000121939,0.00007005111,0.00002009021,0.0000892709,0.002998803],"genre_scores_gemma":[0.9990599,0.00002266972,0.0001544996,8.656704e-7,0.0000112222,0.000006827906,0.00003130932,0.00001404456,0.0006986671],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2054032,"threshold_uncertainty_score":0.4854249,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3127189074","doi":"10.2749/vancouver.2017.1469","title":"Distributed Deflection Measurement of Reinforced Concrete Elements Using Fibre Optic Sensors","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Advanced Fiber Optic Sensors","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"","keywords":"Deflection (physics); Structural engineering; Stiffness; Reinforced concrete; Bending; Displacement (psychology); Transducer; Environmental science; Engineering; Optics; Physics; Electrical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.04090725311705421,"gpt":0.2829742606321116,"spread":0.2420670075150574,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000265188,0.000144897,0.0002262773,0.0000442878,0.0001288952,0.00002740073,0.0001073191,0.00007230873,0.00001652046],"category_scores_gemma":[0.0003512281,0.0001573956,0.00006896799,0.00005576564,0.00004485435,0.0001740034,0.00003266885,0.00009616533,0.000005333659],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002600875,"about_ca_system_score_gemma":0.00003231541,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004213616,"about_ca_topic_score_gemma":0.000001927164,"domain_scores_codex":[0.9987071,0.000008113866,0.000505055,0.0001646188,0.00038484,0.0002302697],"domain_scores_gemma":[0.9987324,0.00001111117,0.0003262365,0.0006713771,0.0001917264,0.00006715256],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002719477,0.000002059003,0.003245845,0.0001664372,0.0002821469,0.0005812158,0.00009111122,0.3895384,0.6053457,0.00008603954,0.0001703418,0.0004635002],"study_design_scores_gemma":[0.0009338992,0.00006474627,0.006048305,0.0002678548,0.0001593362,0.001366247,0.00008876354,0.5113018,0.4767846,0.00004124593,0.002390863,0.0005523682],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9747917,0.00003018177,0.02188714,0.000008738504,0.0004178624,0.0002039059,0.000008089103,0.0001387832,0.002513567],"genre_scores_gemma":[0.989157,0.000007219603,0.01061722,0.000001458522,0.00004933722,0.000004396055,0.00001498717,0.00003216622,0.0001161738],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1285611,"threshold_uncertainty_score":0.6418405,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2923030451","doi":"10.2749/vancouver.2017.2322","title":"Case Study: University of British Columbia’s 18-storey TallWood House at Brock Commons","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Engineering; Architectural engineering; Residence; Columbia university; Civil engineering; Sociology; Media studies","retraction":null,"screen_n_in":null,"score":{"opus":0.01885192724745542,"gpt":0.2187285885346815,"spread":0.1998766612872261,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004336783,0.00005543451,0.0001682795,0.00001983718,0.0001790843,0.00006131637,0.0001144286,0.0000420479,0.0001314586],"category_scores_gemma":[0.0000210327,0.00009787956,0.0000711106,0.00004263378,0.00003500449,0.00009143545,0.00006055569,0.0000700228,0.000005116089],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005894347,"about_ca_system_score_gemma":0.00001173746,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.05439505,"about_ca_topic_score_gemma":0.1972281,"domain_scores_codex":[0.999525,0.000006897106,0.0001441332,0.000119005,0.0001082154,0.00009679266],"domain_scores_gemma":[0.9993289,0.000008210756,0.00007778314,0.0004840472,0.00003402227,0.0000670954],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.000007227857,0.0001275709,0.710824,0.0001422991,0.001048978,0.1240977,0.0006948253,0.06709804,0.002324221,0.000002208841,0.08403963,0.009593261],"study_design_scores_gemma":[0.001699889,0.0001139406,0.8911666,0.00006019822,0.0004982423,0.04898917,0.003987631,0.03583555,0.0002641423,0.000009532998,0.01654331,0.0008317885],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9969202,0.00001972284,0.0008170243,0.000002530168,0.0001283655,0.00007080961,0.00001567221,0.0002351846,0.001790488],"genre_scores_gemma":[0.9940039,0.000007812616,0.0001344603,9.521547e-7,0.00001875133,4.595371e-7,0.000004620839,0.0000189731,0.005810078],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1803426,"threshold_uncertainty_score":0.9519018,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2772150635","doi":"10.2749/222137817822208870","title":"Fatigue Damage Identification in Precast Truss Girders Using Relative Wavelet Entropy","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Precast concrete; Girder; Structural engineering; Truss; Fibre-reinforced plastic; Wavelet; Prestressed concrete; Truss bridge; Materials science; Computer science; Engineering; Artificial intelligence","retraction":null,"screen_n_in":null,"score":{"opus":0.06871274980092612,"gpt":0.3618936181407813,"spread":0.2931808683398552,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002613752,0.000111783,0.0001454993,0.00008887087,0.0001391492,0.00006410779,0.0001678093,0.00009389344,0.000008196493],"category_scores_gemma":[0.0002094833,0.0001191591,0.00003020611,0.00005786441,0.00003898188,0.00040797,0.00003631269,0.0001926879,0.000003470044],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002917754,"about_ca_system_score_gemma":0.0000265588,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003208896,"about_ca_topic_score_gemma":0.00001835082,"domain_scores_codex":[0.999054,0.0000174422,0.0003872121,0.0001876276,0.0001509737,0.0002027547],"domain_scores_gemma":[0.9990497,0.00001963357,0.0002029547,0.0006402184,0.00003981409,0.00004769259],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00005475099,0.00006110864,0.7797683,0.0009841705,0.0001708391,0.002945117,0.00458107,0.009266002,0.1063715,0.004467819,0.001179024,0.09015024],"study_design_scores_gemma":[0.0001322475,0.000008627793,0.9373754,0.0001300976,0.00000911407,0.0001117908,0.00002543283,0.02775266,0.03201466,0.001702673,0.0005489727,0.0001883247],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9935443,0.0000274969,0.003659797,0.00004196257,0.000780686,0.0002591601,0.000002453581,0.0002840894,0.001400002],"genre_scores_gemma":[0.9917307,0.00002017885,0.007950267,0.000001874247,0.0001179409,0.0000191738,0.000008034403,0.00002768565,0.0001240904],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1576071,"threshold_uncertainty_score":0.4859166,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2922896994","doi":"10.2749/vancouver.2017.2755","title":"Bridge scour monitoring: challenges and opportunities","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto; University of British Columbia","funders":"","keywords":"Bridge scour; Bridge (graph theory); Flooding (psychology); Engineering; Environmental science; Civil engineering; Forensic engineering; Marine engineering; Pier","retraction":null,"screen_n_in":null,"score":{"opus":0.2111435674888029,"gpt":0.3631867089848805,"spread":0.1520431414960776,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001738029,0.0001141679,0.0001447902,0.00003993848,0.0001622522,0.00005829426,0.0001415071,0.00007225155,0.000002779886],"category_scores_gemma":[0.00005229201,0.0001146414,0.0000206423,0.000004954051,0.00005163117,0.000192922,0.00006307948,0.0001156465,0.00000187768],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003981455,"about_ca_system_score_gemma":0.00001628539,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006189398,"about_ca_topic_score_gemma":0.000001694291,"domain_scores_codex":[0.9993557,0.000005030144,0.0001793733,0.00014091,0.000128673,0.0001902859],"domain_scores_gemma":[0.9991928,0.00001478846,0.00007357599,0.0005802179,0.00003554636,0.0001031097],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.000003722531,0.000004840379,0.02466845,0.0004667878,0.00004003234,0.001760691,0.0004805607,0.000004153163,0.0004174565,0.0013257,0.00100615,0.9698215],"study_design_scores_gemma":[0.00005089771,0.00001627797,0.9756093,0.0001087531,0.000006504734,0.0006820029,0.00004083626,0.00004535155,0.004323277,0.0009898411,0.01796922,0.0001577115],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9747275,0.004996691,0.00001597748,0.0003886987,0.001439813,0.00009535128,0.000001297116,0.0007832357,0.0175514],"genre_scores_gemma":[0.9840004,0.01420723,0.0008379894,0.000002599153,0.0006300053,0.00001928268,7.37685e-7,0.00002783806,0.0002739038],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.9696637,"threshold_uncertainty_score":0.4674942,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2335275161","doi":"10.2749/222137813808626759","title":"Dynamic Train-Bridge Interaction in Monorail Sao Paulo Metro Line 2","year":2013,"lang":"en","type":"article","venue":"Report","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Bogie; Monorail; Bridge (graph theory); Track (disk drive); Structural engineering; Engineering; Line (geometry); Frame (networking); Vibration; Computer science; Mechanical engineering; Acoustics; Physics","retraction":null,"screen_n_in":0,"score":{"opus":0.00945045663269553,"gpt":0.2321443419320743,"spread":0.2226938852993788,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001407822,0.0001516348,0.0001880332,0.0001710041,0.00001367117,0.00003612764,0.00007267891,0.00008431784,0.00005776454],"category_scores_gemma":[0.00005570859,0.0001579619,0.00005860665,0.0002068879,0.000007527464,0.0001897203,0.00001268132,0.0002381146,0.0001074667],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000193027,"about_ca_system_score_gemma":0.00001223765,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001753592,"about_ca_topic_score_gemma":0.0001633951,"domain_scores_codex":[0.9991006,0.000006708792,0.0003690922,0.0001703493,0.0001148027,0.0002384541],"domain_scores_gemma":[0.9995595,0.00002698053,0.00003721049,0.0002765259,0.00002950043,0.00007028567],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000003820637,0.00005565583,0.00536803,0.0001108752,0.00006460412,0.0004879535,0.00027086,0.9525678,0.01013845,0.00002763065,0.001151418,0.02975295],"study_design_scores_gemma":[0.0001435095,0.00001820775,0.07372358,0.00003028374,0.000006853969,0.0002114936,0.00005493277,0.9235574,0.0002446146,0.00009877853,0.001706499,0.0002038262],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9702172,0.000114247,0.0243251,0.00005536276,0.000700496,0.00015054,0.000003840713,0.0004379162,0.00399528],"genre_scores_gemma":[0.997437,0.00003603044,0.00161787,0.00001092362,0.00005077856,0.00004592151,0.0000537686,0.00004600831,0.0007016833],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06835555,"threshold_uncertainty_score":0.6441497,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3084988918","doi":"10.2749/newyork.2019.2644","title":"Super-long span bridge aerodynamics: on-going results of the TG3.1 benchmark test – Step 1.2","year":2019,"lang":"en","type":"article","venue":"Report","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Aeroelasticity; Aerodynamics; Benchmark (surveying); Bridge (graph theory); Wind tunnel; Structural engineering; Span (engineering); Stability (learning theory); Computer science; Turbulence; Engineering; Aerospace engineering; Physics; Geology; Meteorology; Medicine; Machine learning","retraction":null,"screen_n_in":null,"score":{"opus":0.005271766053570629,"gpt":0.2008419268747231,"spread":0.1955701608211524,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003068799,0.0001289583,0.0002058476,0.00007506277,0.00003850847,0.00002892821,0.0001613975,0.00006534834,0.00004845719],"category_scores_gemma":[0.0001857991,0.0001015821,0.0001505684,0.0002784815,0.00001967882,0.0000692406,0.00004004953,0.0001411514,0.00005054604],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000641639,"about_ca_system_score_gemma":0.00003491197,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000109115,"about_ca_topic_score_gemma":0.0002219752,"domain_scores_codex":[0.9988441,0.00001407196,0.0004914704,0.0002090435,0.0002765044,0.0001648225],"domain_scores_gemma":[0.9989454,0.0001079287,0.0001038661,0.0007351735,0.00006287076,0.0000448351],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002892439,0.000109795,0.6940182,0.0001538469,0.0002379675,0.0001180348,0.0002611183,0.2785969,0.02079576,0.0005273663,0.003062042,0.002090005],"study_design_scores_gemma":[0.0002627173,0.00003572325,0.4294704,0.00008390997,0.00003111995,0.00004821401,0.00002101307,0.567014,0.001662143,0.00001067579,0.001192854,0.0001671979],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9658656,0.00002752494,0.001249969,0.0001076977,0.0003942491,0.0001514944,0.00002849911,0.00007938612,0.03209556],"genre_scores_gemma":[0.996998,0.00002492988,0.0002024135,0.00002175593,0.0000467697,0.000003063615,0.00004886974,0.00002666549,0.002627574],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.288417,"threshold_uncertainty_score":0.4142399,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2326946398","doi":"10.2749/222137900796313889","title":"Dynamic Testing of the Sherbrooke Pedestrian Bridge","year":2000,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Bridge (graph theory); Pedestrian; Engineering; History; Computer science; Library science; Civil engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01168532455653106,"gpt":0.2183396263036142,"spread":0.2066543017470831,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000046296,0.00006011512,0.00008585418,0.00002076214,0.00002303613,0.00000775286,0.00006619175,0.00002539739,0.0001544784],"category_scores_gemma":[0.00003640269,0.00004487941,0.00005778321,0.0002298406,0.00001374463,0.0000300321,0.000004741282,0.00006134362,0.000007256565],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002359615,"about_ca_system_score_gemma":0.000009587611,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004709006,"about_ca_topic_score_gemma":0.00001239385,"domain_scores_codex":[0.9995696,0.000003637026,0.000191067,0.00006488034,0.00009231771,0.00007848206],"domain_scores_gemma":[0.9997137,0.00001388823,0.00002199335,0.0002136327,0.00001471471,0.00002208669],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[6.569377e-7,0.000002641097,0.004873068,0.00005228265,0.00004344396,0.00002240931,0.00005299347,0.9218785,0.007139666,0.00001148097,0.0001574545,0.06576538],"study_design_scores_gemma":[0.00008636776,0.000005516304,0.2613839,0.00003902454,0.00003496971,0.0003178469,0.00000851408,0.7274236,0.005212514,0.00004866775,0.00530916,0.0001298963],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9816485,0.00008026946,0.003110718,0.00002138385,0.000117542,0.00003711294,0.000001384538,0.0001730212,0.01481005],"genre_scores_gemma":[0.9981154,0.000007792918,0.000655121,0.000005057002,0.00001727969,0.000001616989,0.000002619029,0.00001112752,0.001184003],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2565108,"threshold_uncertainty_score":0.1830129,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2921814326","doi":"10.2749/vancouver.2017.1934","title":"Robustness of Multi-Storey Timber Buildings","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia; University of British Columbia","funders":"","keywords":"Robustness (evolution); Structural engineering; Limit state design; Bending moment; Residual; Structural load; Engineering; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.02112737512237006,"gpt":0.280337572424313,"spread":0.2592101973019429,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001364924,0.00009810281,0.0001629654,0.00003738512,0.00005495041,0.00002345432,0.0002106241,0.00006766957,0.00007908875],"category_scores_gemma":[0.0003168891,0.00008975795,0.00005817476,0.00002497837,0.00005729898,0.0001138979,0.00004915283,0.00008342024,0.000007852219],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005113211,"about_ca_system_score_gemma":0.00002258425,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005606398,"about_ca_topic_score_gemma":0.00001104661,"domain_scores_codex":[0.9993567,0.000004317104,0.0002249895,0.0001227578,0.000145146,0.0001460896],"domain_scores_gemma":[0.9990864,0.00001880232,0.0001177362,0.0006756936,0.00005210009,0.00004927813],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00007971895,0.00004603007,0.1069858,0.000431674,0.0003903121,0.002825686,0.0004014204,0.6689094,0.1731467,0.0004028552,0.005129254,0.04125116],"study_design_scores_gemma":[0.0006311265,0.00001558062,0.4407461,0.00007743644,0.00004013386,0.001581994,0.00001396784,0.5195782,0.0260824,0.00003489732,0.01077919,0.0004189319],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9843234,0.00004401525,0.008821381,0.00001732148,0.0006917247,0.00006844802,0.000002216277,0.0001207254,0.005910762],"genre_scores_gemma":[0.9879606,0.000006157937,0.008920734,0.000001780723,0.00006333288,0.000004321363,0.000002410117,0.00002516502,0.003015443],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3337604,"threshold_uncertainty_score":0.3660223,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3085056862","doi":"10.2749/nantes.2018.s34-71","title":"Super-Long Span Bridge Aerodynamics: First Results of the Numerical Benchmark Tests from Task Group 10","year":2018,"lang":"en","type":"article","venue":"Report","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Aeroelasticity; Aerodynamics; Benchmark (surveying); Bridge (graph theory); Flutter; Computer science; Stability (learning theory); Span (engineering); Task (project management); Engineering; Structural engineering; Systems engineering; Machine learning; Aerospace engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.007310559163576392,"gpt":0.2140494375981021,"spread":0.2067388784345257,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001993585,0.0001382318,0.0002182127,0.0000487252,0.00008356474,0.00003197915,0.0001965805,0.00008310164,0.0001923151],"category_scores_gemma":[0.0002120644,0.0001097121,0.0001464283,0.0003326909,0.00007040953,0.00008190949,0.00006436637,0.0001076394,0.00003797089],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005995308,"about_ca_system_score_gemma":0.00002333119,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001252432,"about_ca_topic_score_gemma":0.003266239,"domain_scores_codex":[0.9987594,0.00001836074,0.0005402844,0.0002464839,0.0002608441,0.000174613],"domain_scores_gemma":[0.9989606,0.00006987388,0.0001050867,0.0007055599,0.00009099389,0.00006788312],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0002714577,0.0006108203,0.7790319,0.0001955149,0.001835524,0.0007285629,0.002603095,0.08669169,0.0372987,0.001115453,0.08231257,0.007304773],"study_design_scores_gemma":[0.0001733804,0.0000273147,0.5105029,0.00002497905,0.00004434457,0.0000271778,0.000007158889,0.4832613,0.0002915956,0.00004100848,0.005460685,0.0001381065],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9724322,0.00004933784,0.01808451,0.0002097281,0.0004875563,0.0001150163,0.0001007901,0.0001117526,0.00840913],"genre_scores_gemma":[0.9984307,0.00001635514,0.0005639202,0.00002574165,0.0002026044,0.000004701642,0.0002302698,0.00002490797,0.000500859],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3965696,"threshold_uncertainty_score":0.447393,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2937202072","doi":"10.2749/vancouver.2017.2285","title":"The dynamic evaluation of composite materials footbridges","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Structural dynamics; Natural frequency; Vibration; Structural engineering; Modal; Modal analysis; Dynamic load testing; Acceleration; Pedestrian; Dynamic testing; Dynamic loading; Traffic volume; Computer science; Engineering; Civil engineering; Finite element method; Transport engineering; Physics; Acoustics; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.01872077128892801,"gpt":0.2952220273309415,"spread":0.2765012560420135,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037458,0.00004559438,0.00007986633,0.0000167631,0.0001102441,0.00005466658,0.00008972985,0.00001913906,0.00002058241],"category_scores_gemma":[0.00007438145,0.00003241414,0.00002927922,0.00001727715,0.00002461919,0.00005008395,0.00001058295,0.00002079945,0.000003130379],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002451188,"about_ca_system_score_gemma":0.000008101549,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002392921,"about_ca_topic_score_gemma":0.00001017483,"domain_scores_codex":[0.999541,0.000008659705,0.0001719268,0.00004898845,0.0001737236,0.00005566564],"domain_scores_gemma":[0.9994581,0.00001104743,0.00008208541,0.0003630293,0.00007253935,0.00001314202],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00000492283,0.000005343361,0.001075796,0.0000585148,0.0003299424,0.0000143537,0.0000789377,0.3515944,0.5645323,0.0004484693,0.0003701659,0.08148687],"study_design_scores_gemma":[0.0001375616,0.00000595817,0.2546306,0.00001827579,0.0001143132,0.00006430947,0.00001808565,0.5238454,0.2201198,0.0002574912,0.0006843153,0.000103832],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9932209,0.0001259006,0.003870068,0.00005588418,0.0004496404,0.00005330623,0.000002450529,0.00005452941,0.002167344],"genre_scores_gemma":[0.9997131,0.00002622341,0.00009802818,7.386132e-7,0.00002185929,0.000005649194,0.00001014728,0.000006764395,0.0001175108],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3444124,"threshold_uncertainty_score":0.132181,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3127673446","doi":"10.2749/vancouver.2017.1973","title":"Ambient Vibration Testing of the Hawkshaw Bridge","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Government of New Brunswick; Transport Canada; University of New Brunswick","funders":"","keywords":"Bridge (graph theory); Vibration; Structural engineering; Girder; Span (engineering); Modal; Modal analysis; Acceleration; Finite element method; Engineering; Ambient vibration; Operational Modal Analysis; Computer science; Acoustics; Materials science; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.05883514255090104,"gpt":0.3216086324209804,"spread":0.2627734898700794,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001178445,0.00004778701,0.00006686027,0.00001143252,0.0001214538,0.00001865596,0.0001507592,0.00003121851,0.000001890984],"category_scores_gemma":[0.0002877228,0.00003598825,0.00002265756,0.00002788743,0.00002409975,0.00007272293,0.00004624718,0.00007006097,9.290781e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003912781,"about_ca_system_score_gemma":0.00001746567,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002353334,"about_ca_topic_score_gemma":0.000005441438,"domain_scores_codex":[0.9995475,0.000004041276,0.0001851046,0.00006509355,0.000112225,0.00008600785],"domain_scores_gemma":[0.999231,0.00001482357,0.0001331025,0.0005604202,0.00004158102,0.00001905362],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.000002635272,0.000007867021,0.823585,0.0003287931,0.00002008588,0.00008634294,0.000186413,0.0005452184,0.0807296,0.0003510537,0.002859498,0.09129744],"study_design_scores_gemma":[0.00001673796,0.000004913438,0.8834803,0.00005149511,0.000002545367,0.00008648955,9.225084e-7,0.001105983,0.1143123,0.0002540121,0.0006488102,0.00003547241],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9938549,0.00001391352,0.0002492546,0.00005920901,0.0008014103,0.0001091531,0.000001220612,0.0002132431,0.004697728],"genre_scores_gemma":[0.9966128,0.000002075435,0.003179705,0.000004250124,0.0001315489,0.000006662354,6.119665e-7,0.00001021443,0.00005205784],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09126197,"threshold_uncertainty_score":0.1467558,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2943385173","doi":"10.2749/vancouver.2017.2059","title":"The New Champlain Bridge Corridor Project – Needs, Owner","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Infrastructure Canada; Innovation, Science and Economic Development Canada","funders":"","keywords":"Bridge (graph theory); Schedule; Government (linguistics); Engineering; Transport engineering; Civil engineering; Telecommunications; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.02198683026325219,"gpt":0.2679834162293029,"spread":0.2459965859660507,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001225112,0.00009908724,0.0001079988,0.00004482235,0.000272815,0.0001787626,0.0001800014,0.00003901146,0.0000257314],"category_scores_gemma":[0.0001287777,0.00005593479,0.00007358083,0.00007176502,0.00002641476,0.00009354695,0.00002228956,0.00009394729,0.00002588104],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002697321,"about_ca_system_score_gemma":0.00003450565,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003011905,"about_ca_topic_score_gemma":0.00004767069,"domain_scores_codex":[0.9994409,0.000003725645,0.0001791531,0.00008892662,0.0001278372,0.0001594649],"domain_scores_gemma":[0.9992224,0.00001774888,0.00006278124,0.000618781,0.0000220755,0.00005623439],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00001639184,0.000009212388,0.006276057,0.00007622103,0.0007125776,0.0006214647,0.0009353942,0.0745242,0.004724648,0.002341765,0.4924978,0.4172643],"study_design_scores_gemma":[0.0001892612,0.000009618282,0.05115493,0.0000162772,0.00003898984,0.0005264925,0.00005960753,0.09598853,0.002831498,0.0001058297,0.8487973,0.0002816828],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3860846,0.001542143,0.4215235,0.006714345,0.01294131,0.00124116,0.00002697652,0.004281445,0.1656445],"genre_scores_gemma":[0.980002,0.00005142823,0.0002072656,0.00001382308,0.0003060005,0.000007248328,0.000009928872,0.00002065966,0.01938161],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5939174,"threshold_uncertainty_score":0.2280955,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2937339575","doi":"10.2749/vancouver.2017.2098","title":"Innovative Means and Methods for the New Champlain Bridge","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Offshore Engineering and Technologies","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Precast concrete; Engineering; Span (engineering); Schedule; Civil engineering; Computer science; Operating system","retraction":null,"screen_n_in":null,"score":{"opus":0.03482739520630403,"gpt":0.340771444580852,"spread":0.305944049374548,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003304134,0.00007510984,0.00009882145,0.00002624318,0.0001210051,0.00005108934,0.0001316935,0.00005036521,0.000001540552],"category_scores_gemma":[0.0006217618,0.00005373373,0.00001944004,0.00004030585,0.00003890479,0.00005084481,0.00004065457,0.00009038841,6.967286e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001126851,"about_ca_system_score_gemma":0.0000108427,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002472139,"about_ca_topic_score_gemma":0.000004659403,"domain_scores_codex":[0.9996533,0.000002001808,0.0001053961,0.00009031643,0.00003399693,0.0001149317],"domain_scores_gemma":[0.999396,0.00009593707,0.000035273,0.0004277863,0.00002675543,0.00001825381],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.000002753989,0.000003607081,0.001311007,0.00005325524,0.0001749732,0.00003167154,0.0002593226,0.001005595,0.003155596,0.008378408,0.02663089,0.9589929],"study_design_scores_gemma":[0.0002085932,0.00002685269,0.04742825,0.00002558092,0.00002276818,0.0002701382,0.00004745932,0.02737586,0.02199468,0.003762419,0.8986022,0.0002351739],"study_design_candidate":"design_other","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.009167766,0.0006710567,0.9846678,0.0007593504,0.0009638785,0.0001690009,0.000002525844,0.0005024641,0.003096101],"genre_scores_gemma":[0.9079677,0.0001202323,0.09066179,0.000008604231,0.0002828818,0.00003716191,0.000002503486,0.00002693278,0.0008921966],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9587578,"threshold_uncertainty_score":0.2191198,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2318454144","doi":"10.2749/222137814814068346","title":"The construction engineering of the digital design of free forms.","year":2014,"lang":"en","type":"article","venue":"Report","topic":"Architecture and Art History Studies","field":"Arts and Humanities","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Constructive; Foundation (evidence); Architecture; Quarter (Canadian coin); Computer science; Architectural engineering; Engineering; Set (abstract data type); Construction engineering; Programming language; Process (computing); Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.01340265971932354,"gpt":0.1675459950743348,"spread":0.1541433353550113,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001002729,0.00003834266,0.00006776171,0.00001013998,0.0001819714,0.000009805529,0.00007486047,0.00000691522,0.000007911411],"category_scores_gemma":[0.0001308966,0.00001823256,0.00004619791,0.000008683995,0.00022774,0.00003206556,0.00003709398,0.00003224702,6.485889e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000004743768,"about_ca_system_score_gemma":0.00001006386,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006432158,"about_ca_topic_score_gemma":0.00001941824,"domain_scores_codex":[0.999671,0.000005122247,0.0001476739,0.00004060019,0.00008438974,0.00005126096],"domain_scores_gemma":[0.999597,0.00006810722,0.0001111303,0.0001837809,0.00003402798,0.000005970897],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00003591929,0.00004762003,0.00567327,0.0001212787,0.0003092106,0.000008912299,0.03677024,0.001452563,0.001304398,0.8877255,0.01495747,0.05159359],"study_design_scores_gemma":[0.00006459813,0.00003769405,0.0007601425,0.00002038988,0.00001623005,0.00004953306,0.0005654309,0.0001143424,0.000933326,0.005334368,0.9920493,0.00005460382],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.3742489,0.0006897502,0.0199727,0.0009546835,0.003054498,0.0005461912,0.00002373156,0.0001121117,0.6003974],"genre_scores_gemma":[0.9981263,0.000002389858,0.00007564243,0.000005892524,0.00009864625,0.00000254572,3.250663e-7,0.000003622452,0.001684637],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9770918,"threshold_uncertainty_score":0.1399595,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4285274638","doi":"10.2749/prague.2022.0431","title":"Subsurface defect detection in concretes by active infrared thermography","year":2022,"lang":"en","type":"article","venue":"Report","topic":"Thermography and Photoacoustic Techniques","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council; Queen's University; Queen's University Belfast","keywords":"Thermography; Slab; Infrared; Thermal; Irradiance; Environmental science; Materials science; Thermal infrared; Void (composites); Remote sensing; Structural engineering; Optics; Geology; Composite material; Meteorology; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.003719909458512517,"gpt":0.1892536704854005,"spread":0.185533761026888,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002251443,0.0001110347,0.0001316557,0.0001406765,0.00006856192,0.000009549412,0.00008413706,0.0000496245,0.0001237673],"category_scores_gemma":[0.00001280043,0.0001250315,0.0001084781,0.0004943702,0.00002186184,0.00005961998,0.00002306167,0.0002682224,3.012638e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006599286,"about_ca_system_score_gemma":0.000009686125,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001063326,"about_ca_topic_score_gemma":0.00001028274,"domain_scores_codex":[0.9992961,0.00004441767,0.0001928128,0.0001557032,0.0001439703,0.0001669503],"domain_scores_gemma":[0.9996631,0.00004773741,0.00004786062,0.0001981149,0.00001209927,0.00003105984],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00007505138,0.00004131081,0.01359121,0.00004111433,0.0001794169,0.0003819751,0.001080251,0.00311148,0.961892,0.00002678892,0.00223479,0.01734461],"study_design_scores_gemma":[0.000493222,0.0002231516,0.03897315,0.00002117033,0.00005307672,0.000532964,0.0006839291,0.002710835,0.9107867,0.00204045,0.0427861,0.0006952514],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9886752,0.0005358094,0.001818119,0.000002618081,0.000177625,0.0002340522,0.0001200391,0.0006749608,0.007761532],"genre_scores_gemma":[0.9996085,0.00002664217,0.00005493745,0.00001302152,0.00001064439,0.0001792979,0.00002781107,0.0000271735,0.0000520182],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0511053,"threshold_uncertainty_score":0.5098635,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3131869168","doi":"10.2749/nantes.2018.s32-9","title":"Feasibility Study of Mass-Timber Cores for the UBC Brock Commons Tallwood Building","year":2018,"lang":"en","type":"article","venue":"Report","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Cross laminated timber; Engineering; Architectural engineering; Work (physics); Structural engineering; Civil engineering; Wind engineering; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.04732771761321149,"gpt":0.3094814556473046,"spread":0.2621537380340931,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002461773,0.0001112215,0.000221786,0.00002036703,0.0001386105,0.00001261268,0.0001226705,0.00003385748,0.00001341792],"category_scores_gemma":[0.0001707931,0.00007809198,0.0000822286,0.00009785273,0.00008009383,0.00004059365,0.00005255071,0.00006989954,0.000001466293],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003765363,"about_ca_system_score_gemma":0.0000116446,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007589621,"about_ca_topic_score_gemma":0.009397487,"domain_scores_codex":[0.9991357,0.00001347871,0.0003532676,0.0001680734,0.0001579937,0.0001714447],"domain_scores_gemma":[0.9990693,0.0002122815,0.00006222156,0.0005245704,0.0001044322,0.0000272405],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00002219414,0.0001554308,0.9923701,0.00005689617,0.000212663,0.000007070475,0.000755842,0.0007221148,0.001354324,0.00003595548,0.003846857,0.0004605456],"study_design_scores_gemma":[0.0005195688,0.0002788165,0.9876671,0.00001190143,0.0001181773,0.00002283056,0.001514143,0.001642016,0.001703288,0.0005794038,0.005776212,0.0001665426],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9919717,0.0001493149,0.004303197,0.00003368329,0.000370375,0.0006675622,0.000009467086,0.0001185563,0.002376087],"genre_scores_gemma":[0.9991781,0.000001488294,0.0004484513,0.000002126093,0.0001165096,0.00005855231,0.000001432423,0.00001634907,0.0001769994],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009321591,"threshold_uncertainty_score":0.5244018,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3146857840","doi":"10.2749/christchurch.2021.0725","title":"The York-Arup cable experiments: Implications for the fire design of cable-supported bridges","year":2021,"lang":"en","type":"article","venue":"Report","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"","keywords":"Bridge (graph theory); Fire resistance; Resilience (materials science); Structural engineering; Fire safety; Fire protection; Engineering; Firefighting; Civil engineering; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.04019170665323539,"gpt":0.2801361153903301,"spread":0.2399444087370947,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005343215,0.0001157412,0.000183765,0.00001065957,0.0001737906,0.00006549712,0.0001711325,0.0000543396,0.00006905483],"category_scores_gemma":[0.0003668768,0.00007816262,0.00007076844,0.0001158352,0.00004059709,0.00004810696,0.00003343909,0.00004696689,0.000005457302],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005381305,"about_ca_system_score_gemma":0.0001285252,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001294848,"about_ca_topic_score_gemma":0.00000444448,"domain_scores_codex":[0.9990845,0.00003847588,0.000386618,0.0001606125,0.0001082947,0.000221508],"domain_scores_gemma":[0.9983191,0.0006738475,0.0001058726,0.0007334866,0.0001329061,0.00003474587],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00002069421,0.00002196503,0.0004470724,0.0001490362,0.0003985062,0.00006120506,0.0002930146,0.04207372,0.84786,0.0004040822,0.1020568,0.006213894],"study_design_scores_gemma":[0.0002840206,0.00003798973,0.003556505,0.00004556098,0.00009858964,0.0003731098,0.0002008735,0.0415273,0.8510531,0.0001240211,0.1024766,0.0002223346],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3729682,0.02331989,0.5754808,0.004857042,0.006525262,0.006983849,0.0003234509,0.001451509,0.008089988],"genre_scores_gemma":[0.995232,0.0001569466,0.002021221,0.00003651736,0.0001294777,0.0006142774,0.00004091134,0.00004849181,0.001720089],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6222638,"threshold_uncertainty_score":0.3187379,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3127652124","doi":"10.2749/vancouver.2017.2141","title":"Seismic collapse safety of RC circular bridge pier retrofitted with fibre reinforced polymer","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Pier; Fibre-reinforced plastic; Retrofitting; Structural engineering; Bridge (graph theory); Seismic retrofit; Reinforced concrete; Engineering; Seismic analysis; Ductility (Earth science); Materials science; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01183500545858341,"gpt":0.2314886841911031,"spread":0.2196536787325197,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001197818,0.0002486192,0.000399579,0.00007503408,0.0001472165,0.00005355106,0.0003257895,0.0001497144,0.0001076968],"category_scores_gemma":[0.00006953745,0.0002229396,0.0001248802,0.0001003292,0.0001273724,0.0002801652,0.00006386863,0.000191351,0.00001503011],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001026028,"about_ca_system_score_gemma":0.00009275553,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002584903,"about_ca_topic_score_gemma":0.000001116483,"domain_scores_codex":[0.9985186,0.000006788875,0.0005107982,0.0002414047,0.0003940818,0.0003282762],"domain_scores_gemma":[0.9979044,0.00001560536,0.0003333795,0.001490919,0.000126103,0.0001296451],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004659802,0.000001669765,0.1193532,0.0006672672,0.00118536,0.00842686,0.0006092808,0.03598095,0.8202577,0.0007697848,0.002874016,0.009407923],"study_design_scores_gemma":[0.00149028,0.000113684,0.3730401,0.0002082151,0.0002039363,0.004566928,0.00002928047,0.01716231,0.5992143,0.000006907966,0.003177688,0.0007863267],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9866325,0.00008315607,0.001938445,0.00004445504,0.0003148733,0.0002697295,0.00001789966,0.0002300003,0.01046899],"genre_scores_gemma":[0.9944596,0.00001576937,0.0003138078,0.00001680113,0.00007062798,0.0000101129,0.0000435151,0.00006028597,0.005009442],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2536869,"threshold_uncertainty_score":0.9091213,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3130020411","doi":"10.2749/wroclaw.2020.0844","title":"Comparative Study of International Major Codes for the Seismic Design of Buildings","year":2020,"lang":"en","type":"article","venue":"Report","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Turkish; Eurocode; Bulgarian; Seismic analysis; Computer science; Engineering; Architectural engineering; Civil engineering; Structural engineering; Linguistics","retraction":null,"screen_n_in":null,"score":{"opus":0.04586570929754926,"gpt":0.2913502540627251,"spread":0.2454845447651759,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001166699,0.00004668643,0.0001529411,0.00002337153,0.00001530576,0.000003999544,0.0001029328,0.00001108472,0.00001158968],"category_scores_gemma":[0.00001855197,0.00003352046,0.00004137645,0.0000915318,0.00001324777,0.00003926292,0.00001233198,0.0000322496,9.109186e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000008387646,"about_ca_system_score_gemma":0.00001004626,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002486484,"about_ca_topic_score_gemma":9.741749e-7,"domain_scores_codex":[0.9995552,0.000004155827,0.0002257218,0.00006301906,0.0001056696,0.00004624629],"domain_scores_gemma":[0.9997153,0.00005643038,0.00007593408,0.00008084867,0.00005895902,0.00001250816],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002972862,0.00005094361,0.006574789,0.00003302057,0.0007924316,0.000008324819,0.005032476,0.9728207,0.01131993,0.00001066308,0.00280969,0.0005172917],"study_design_scores_gemma":[0.000247636,0.00007656954,0.001542855,0.000007819171,0.0001002743,0.000007560101,0.002915712,0.9720902,0.02108858,0.00001310099,0.001861339,0.00004838698],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8060405,0.00006628549,0.1934277,0.00008436924,0.0000498183,0.0001570324,0.000004277626,0.00001884181,0.0001511874],"genre_scores_gemma":[0.9991952,0.00001669057,0.000655494,0.00002873154,0.0000424855,0.00001854107,0.000003798711,0.000004783262,0.00003434246],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1931546,"threshold_uncertainty_score":0.1366925,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2924760203","doi":"10.2749/stockholm.2016.1608","title":"Macdonald Bridge Suspended Spans Deck Replacement: Construction Engineering Challenges and Solutions","year":2016,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Deck; Engineering; Structural engineering; Wind tunnel; Suspension (topology); Aerodynamics; Nova scotia; Forensic engineering; Span (engineering); Civil engineering; Marine engineering; Aerospace engineering; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.02362335799165468,"gpt":0.2147396669185332,"spread":0.1911163089268785,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001105,0.0001387833,0.0001535892,0.0001155279,0.00004193382,0.00001628893,0.00004072516,0.00006214965,0.00009473033],"category_scores_gemma":[0.00005411611,0.0001140422,0.00005136544,0.00008550283,0.00002974381,0.0001383999,0.00001900256,0.00006442591,0.00001075789],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007022529,"about_ca_system_score_gemma":0.000009326598,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007525156,"about_ca_topic_score_gemma":0.0000107384,"domain_scores_codex":[0.9992115,0.000005589739,0.0002494628,0.0001961579,0.0001286918,0.0002085694],"domain_scores_gemma":[0.9995813,0.00003437841,0.0000344152,0.0002264614,0.00003183584,0.00009154544],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.00005757608,0.00005223899,0.009140721,0.0009052964,0.00261179,0.0009277345,0.001113667,0.09524678,0.2218717,0.1412419,0.004206585,0.522624],"study_design_scores_gemma":[0.003145391,0.0001555816,0.5411563,0.0006180433,0.000524646,0.01505313,0.0004098089,0.2767527,0.04209766,0.00267022,0.114446,0.002970435],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5611314,0.004780359,0.4209057,0.001456045,0.001467256,0.0002758866,0.00002247593,0.002375951,0.007584963],"genre_scores_gemma":[0.9968798,0.001318969,0.001485075,0.000004374618,0.00009194249,0.00001158093,0.000007548173,0.00002378904,0.0001769142],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5320156,"threshold_uncertainty_score":0.4650505,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4385418307","doi":"10.3384/report.diva-194234","title":"Towards a more circular biobased economy and nutrient use on Gotland: finding suitable locations for biogas plants","year":2023,"lang":"en","type":"report","venue":"Report","topic":"Phosphorus and nutrient management","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Engineering Link (Canada)","funders":"Energimyndigheten; Sveriges Lantbruksuniversitet; Linköpings Universitet","keywords":"Biogas; Digestate; Nutrient; Raw material; Environmental science; Biofuel; Bioenergy; Agriculture; Crop residue; Tonne; Manure; Agronomy; Anaerobic digestion; Environmental engineering; Waste management; Engineering; Biology; Ecology; Methane","retraction":null,"screen_n_in":null,"score":{"opus":0.08852859640166387,"gpt":0.3173587072605717,"spread":0.2288301108589079,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001080113,0.000351209,0.0004530396,0.000182393,0.0002705589,0.0001448395,0.0001997675,0.0002281409,0.0001436585],"category_scores_gemma":[0.0002422622,0.0003306135,0.0001791436,0.0002203015,0.00009832669,0.0001652082,0.0002974037,0.0001821903,0.0001152317],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009716653,"about_ca_system_score_gemma":0.0002049448,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003390647,"about_ca_topic_score_gemma":0.00009716659,"domain_scores_codex":[0.9972578,0.00001635886,0.0006172406,0.0009572835,0.0006414953,0.0005098139],"domain_scores_gemma":[0.9984391,0.00009637934,0.0005020766,0.0007269288,0.00003607828,0.0001993756],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001103639,0.0006496731,0.1766475,0.0006111881,0.0005715443,0.002924246,0.0003211672,0.0007253487,0.0001231225,0.0005398316,0.8107364,0.006039615],"study_design_scores_gemma":[0.000366017,0.00009329787,0.0272009,0.0001675964,0.0001124604,0.000151558,0.00006374287,0.0001938108,0.0005191662,0.0004209048,0.9703014,0.0004091721],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7841995,0.001200632,0.005167589,0.002180339,0.005820772,0.01170702,0.002322114,0.0009215596,0.1864805],"genre_scores_gemma":[0.7661187,0.0110018,0.001816376,0.0009623372,0.001065182,0.00385214,0.01038295,0.0005892992,0.2042112],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1595649,"threshold_uncertainty_score":0.9999146,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3127407745","doi":"10.2749/vancouver.2017.2584","title":"Fatigue Performance of a Precast Hybrid FRP-Reinforced Bridge Truss Girder System","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Girder; Truss; Precast concrete; Structural engineering; Fibre-reinforced plastic; Stiffness; Diagonal; Materials science; Truss bridge; Composite material; Engineering; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.02658025462715889,"gpt":0.2549336688181892,"spread":0.2283534141910304,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001390944,0.0002167001,0.0003545527,0.00006508791,0.0001369365,0.00006552037,0.0003844476,0.0000773087,0.00003737188],"category_scores_gemma":[0.00005742386,0.0002055961,0.0001221738,0.00003877551,0.00007264862,0.000384798,0.000073274,0.0001562217,0.00002452761],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009536886,"about_ca_system_score_gemma":0.00004276968,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001369848,"about_ca_topic_score_gemma":5.080183e-7,"domain_scores_codex":[0.9986296,0.000004780373,0.0005611089,0.0001933501,0.0003154288,0.0002956842],"domain_scores_gemma":[0.9982609,0.00001312643,0.0003342858,0.001190648,0.0001002286,0.0001008603],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003459858,0.000004446954,0.2191565,0.01096647,0.0015778,0.008545616,0.001958631,0.2294386,0.378472,0.00272396,0.004769644,0.1420403],"study_design_scores_gemma":[0.0007355578,0.00008788883,0.2134234,0.0004581164,0.000104846,0.004786809,0.00002997165,0.1658708,0.6123219,0.000001395678,0.001521525,0.0006578288],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9765014,0.00003623365,0.0008773362,0.000005568023,0.0007781814,0.0002593493,0.00001202095,0.0003260164,0.02120388],"genre_scores_gemma":[0.9981734,0.00001109924,0.0004586062,0.000002247069,0.0001015089,0.00002495063,0.00001855945,0.00004283361,0.001166836],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.23385,"threshold_uncertainty_score":0.8383963,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3133666749","doi":"10.2749/newyork.2019.1647","title":"The Fort York Footbridges in Toronto. The first Duplex Stainless-Steel bridges in North America","year":2019,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Downtown; Arch; Bridge (graph theory); Pedestrian; Engineering; Civil engineering; History; Archaeology","retraction":null,"screen_n_in":null,"score":{"opus":0.006314800455293239,"gpt":0.2135923583571259,"spread":0.2072775579018327,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000156128,0.0001372633,0.0001847107,0.00003717188,0.00005574257,0.00005163072,0.0001816929,0.00003786813,0.00004475327],"category_scores_gemma":[0.00003787888,0.00008611243,0.00007430094,0.000286341,0.00002754722,0.00008944635,0.00002614439,0.000140396,0.00001683333],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002346721,"about_ca_system_score_gemma":0.00001993626,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002223308,"about_ca_topic_score_gemma":0.02727938,"domain_scores_codex":[0.9990467,0.00001068983,0.0003548438,0.0001609801,0.0001810741,0.0002457321],"domain_scores_gemma":[0.999375,0.00008308725,0.00005340776,0.0004368771,0.00002006224,0.00003150847],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.000005586009,0.000005718073,0.1728319,0.00003363036,0.00005475252,0.00005215401,0.0004580855,0.8153327,0.00004768761,0.0001650162,0.0008058519,0.01020691],"study_design_scores_gemma":[0.0001216875,0.00001025805,0.7472604,0.00001383039,0.000008061133,0.00003251035,0.001052103,0.1783334,0.00007997174,0.000004144991,0.07292607,0.0001575971],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9928526,0.001023298,0.000803128,0.000284917,0.0003425026,0.0002048144,0.000003486257,0.0001353337,0.004349933],"genre_scores_gemma":[0.9989957,0.0002299894,0.00003564807,0.00003561181,0.00005481514,0.00003088462,0.00001703948,0.00002183696,0.0005784264],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6369994,"threshold_uncertainty_score":0.9904702,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2924542448","doi":"10.2749/vancouver.2017.0880","title":"Life-cycle cost analysis of concrete structures reinforced with stainless steel reinforcing bars","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Waterloo","funders":"","keywords":"Rebar; Durability; Spall; Service life; Corrosion; Materials science; Reinforced concrete; Chloride; Structural engineering; Composite material; Concrete cover; Metallurgy; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01397047371166158,"gpt":0.2504853394396949,"spread":0.2365148657280333,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003161377,0.0001707541,0.0004948617,0.00013552,0.0001545179,0.000084064,0.000241994,0.00008681579,0.0001816377],"category_scores_gemma":[0.0005877765,0.0001437036,0.0001566649,0.0001919052,0.0001188672,0.0002002042,0.00006872527,0.000140016,0.000001775596],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000573245,"about_ca_system_score_gemma":0.0001142716,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002308298,"about_ca_topic_score_gemma":0.00004344543,"domain_scores_codex":[0.9987103,0.00001207832,0.0005212657,0.0002231016,0.0003065924,0.0002266587],"domain_scores_gemma":[0.9978684,0.00005696075,0.0003226363,0.001369379,0.0001686867,0.0002139008],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002885236,0.000002014288,0.1347058,0.0004699053,0.002269135,0.0006868835,0.001080463,0.8226034,0.02768626,0.002822241,0.0006235357,0.006761897],"study_design_scores_gemma":[0.001236116,0.0001078344,0.365474,0.00009812581,0.001319397,0.0001027331,0.0005695039,0.5989103,0.02757171,0.00004208444,0.003764065,0.0008042327],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9801806,0.00003348049,0.005311858,0.00002466133,0.0001433765,0.0002203355,0.00001778546,0.0001362952,0.01393156],"genre_scores_gemma":[0.9990063,0.0000137822,0.0004433988,0.00002236914,0.00002675861,0.00001053808,0.00003259446,0.00002083268,0.0004233876],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2307682,"threshold_uncertainty_score":0.5860064,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3130541870","doi":"10.2749/guimaraes.2019.0088","title":"A review on experimental flexural cracking in FRP reinforced concrete members","year":2019,"lang":"en","type":"review","venue":"Report","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Cracking; Materials science; Rebar; Reinforced concrete; Flexural strength; Composite material; Structural engineering; Young's modulus; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.05459367802348195,"gpt":0.3444572570441043,"spread":0.2898635790206224,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000332646,0.0009074609,0.002932377,0.0002904399,0.00003212927,0.00005544892,0.0003778452,0.0004689922,0.0004666791],"category_scores_gemma":[0.0001180286,0.0007986845,0.0008657141,0.0004197417,0.0000428017,0.000212862,0.0001039758,0.0009637784,0.0003544355],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008736608,"about_ca_system_score_gemma":0.0001840836,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004083367,"about_ca_topic_score_gemma":2.231099e-7,"domain_scores_codex":[0.9963862,0.00005544676,0.00181666,0.0006129579,0.0005091703,0.0006196073],"domain_scores_gemma":[0.9979317,0.0001142677,0.0005345698,0.001218628,0.0000393583,0.0001615326],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00001649251,4.289168e-7,0.000004503362,0.2362116,0.0006451359,0.01051961,0.0001610571,0.001328434,0.0002168279,0.0002827549,0.009103314,0.7415099],"study_design_scores_gemma":[0.0001812184,0.00004421121,5.1255e-7,0.09609593,0.0003629261,0.002938255,0.000008081591,0.0002619166,0.0001809438,2.074619e-7,0.8990346,0.0008912485],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.0002129015,0.9821196,0.00000268722,0.000003068418,0.001367111,0.001949899,0.00001211013,0.0003999544,0.01393265],"genre_scores_gemma":[0.00008560962,0.9971374,0.0001642653,0.00009858306,0.0001470722,0.0002719011,0.0003439378,0.0001992992,0.001551938],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.8899313,"threshold_uncertainty_score":0.9994464,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2772283535","doi":"10.2749/222137813806478954","title":"Using Instrumented Quarter-Cars for ‘Drive By’ Bridge Inspection","year":2013,"lang":"en","type":"article","venue":"Report","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"Science Foundation Ireland","keywords":"Bridge (graph theory); Accelerometer; Structural health monitoring; Structural engineering; Engineering; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.03493339038652619,"gpt":0.3148590248338332,"spread":0.279925634447307,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006154271,0.0001053217,0.0001215278,0.00005506187,0.00006371181,0.00002468511,0.00005173558,0.00007593747,0.000007896018],"category_scores_gemma":[0.00001527956,0.00010987,0.00003885894,0.00008522357,0.00001322643,0.0001732686,0.000009971865,0.00008646477,0.000005448486],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002618311,"about_ca_system_score_gemma":0.00001441895,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005824031,"about_ca_topic_score_gemma":0.000002824275,"domain_scores_codex":[0.9992686,0.000005262625,0.0002755753,0.0001427797,0.00009950543,0.0002082695],"domain_scores_gemma":[0.9996037,0.00001315633,0.00006222165,0.0001947335,0.00006526161,0.00006085893],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.00002923569,0.00007293456,0.1198551,0.0009964737,0.000318523,0.0001284184,0.00137222,0.001242116,0.3100858,0.0003247883,0.2669803,0.2985941],"study_design_scores_gemma":[0.001020682,0.0003527596,0.4884235,0.0003162799,0.00007000438,0.003168612,0.0002253931,0.152949,0.3185595,0.004115322,0.02954558,0.00125331],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9847819,0.00003328752,0.01200468,0.00003522356,0.0009510525,0.0005104447,0.000004825542,0.001283075,0.0003955256],"genre_scores_gemma":[0.9882286,0.000008691021,0.01140384,0.0000101096,0.0001687029,0.0001035307,0.0000177393,0.0000308835,0.00002788779],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3685685,"threshold_uncertainty_score":0.448037,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3135129503","doi":"10.2749/newyork.2019.0357","title":"Full-Scale Performance Evaluation of Structure-Dynamic Vibration Absorber Systems","year":2019,"lang":"en","type":"article","venue":"Report","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tuned mass damper; Structural engineering; Serviceability (structure); Slosh dynamics; Tower; Vibration; Damper; Engineering; Computer science; Acoustics; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.006054477910722889,"gpt":0.2174012608268355,"spread":0.2113467829161126,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002548127,0.00009039572,0.0001727546,0.0000623199,0.00001819832,0.00001497421,0.00006779481,0.00006096557,0.0001471543],"category_scores_gemma":[0.000009430214,0.00007719819,0.00005145443,0.0001072039,0.00000982473,0.0001748356,0.00000958408,0.00006242762,0.0000167866],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008334755,"about_ca_system_score_gemma":0.00001936624,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002335421,"about_ca_topic_score_gemma":0.000005078529,"domain_scores_codex":[0.9990121,0.00001097055,0.0003223479,0.0001306521,0.0004228993,0.0001010848],"domain_scores_gemma":[0.9994807,0.000006917698,0.0001103823,0.0002390603,0.0001395324,0.00002344677],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000004037904,0.000001657974,0.007528864,0.00008146398,0.00005433295,0.000001083194,0.00005081117,0.8478124,0.1421134,0.00001170399,0.00006964587,0.002270574],"study_design_scores_gemma":[0.0001140957,0.00001235053,0.05554952,0.00002363357,0.00006123732,0.0001104009,0.00003412774,0.9401729,0.00361312,0.00003440282,0.0001775707,0.00009663121],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961661,0.0001896924,0.0004509852,0.000007986035,0.0005147393,0.0001815116,0.000002545458,0.00006244527,0.002424013],"genre_scores_gemma":[0.9994541,0.00001150008,0.0001589148,0.000003449914,0.0000341776,0.000004395718,0.0000473164,0.00001223482,0.0002738793],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1385003,"threshold_uncertainty_score":0.3148051,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3126559213","doi":"10.2749/vancouver.2017.2723","title":"Effectiveness of UHPFRC cover for the seismic strengthening of deficient bridge piers","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Spall; Pier; Structural engineering; Concrete cover; Reinforcement; Finite element method; Bridge (graph theory); Engineering; Reinforced concrete; Bending; Bar (unit); Geotechnical engineering; Materials science; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.01887008975673546,"gpt":0.2712936307795901,"spread":0.2524235410228546,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003010924,0.00009264483,0.0001900689,0.00002512748,0.00007767838,0.00001550441,0.0002085212,0.0000435537,0.000005991469],"category_scores_gemma":[0.0001978956,0.00006929695,0.0001167587,0.00002557394,0.00007705205,0.00006826591,0.00003585291,0.00006261547,8.944099e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003757585,"about_ca_system_score_gemma":0.00002564534,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009999429,"about_ca_topic_score_gemma":2.216917e-7,"domain_scores_codex":[0.9993724,0.000006370655,0.0002428432,0.00009783316,0.0001482824,0.0001322361],"domain_scores_gemma":[0.9989374,0.0001991759,0.0001983856,0.0005662154,0.00007571789,0.00002315988],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001722595,0.000002645211,0.04140911,0.00166677,0.0005569714,0.0001161344,0.0006214839,0.4393005,0.4695679,0.0009696464,0.0002670325,0.04534958],"study_design_scores_gemma":[0.0004938593,0.00005006077,0.3022037,0.0001490358,0.0001333815,0.0001405359,0.0000278646,0.04269109,0.6531498,0.00004839701,0.0007460628,0.0001662679],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9833422,0.00008746105,0.01486665,0.000003728299,0.0004330921,0.0002964718,0.00001560268,0.00003389432,0.0009208983],"genre_scores_gemma":[0.999634,0.000006591758,0.0002381342,9.593952e-7,0.00001733658,0.00002021068,0.000005290804,0.00001781368,0.00005968852],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3966094,"threshold_uncertainty_score":0.2825848,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2065199071","doi":"10.2749/222137807796119663","title":"Design of the Golden Ears Bridge","year":2007,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Span (engineering); Deck; Structural engineering; Pier; Beam bridge; Engineering; Key (lock); Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.0171135504100635,"gpt":0.2316483704539999,"spread":0.2145348200439364,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000155013,0.00004264888,0.00006466566,0.00002829371,0.00001147619,0.00000368635,0.00005406799,0.00002423103,0.00002326155],"category_scores_gemma":[0.00002349059,0.00003072663,0.00004304438,0.0001619665,0.00001125569,0.00002097968,0.000006332366,0.00004392768,0.000003373492],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001744857,"about_ca_system_score_gemma":0.000006200077,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000156806,"about_ca_topic_score_gemma":0.000001715467,"domain_scores_codex":[0.9996241,0.000003067066,0.0001601986,0.00004456836,0.00009560573,0.0000724081],"domain_scores_gemma":[0.9997501,0.0000166082,0.00002463886,0.0001714714,0.00001715938,0.00001998035],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.000001471035,0.000002215385,0.002380701,0.00001913051,0.00007201781,0.00004638521,0.0001068597,0.950623,0.03870001,0.000121155,0.001164708,0.006762332],"study_design_scores_gemma":[0.0001481662,0.00001055942,0.538775,0.00002691604,0.00006332516,0.0004710135,0.00003694171,0.2076424,0.2476278,0.0001043867,0.004856346,0.0002371379],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2284911,0.00005499508,0.7683072,0.00001412336,0.0002426424,0.00004412988,3.81273e-7,0.0001111347,0.002734329],"genre_scores_gemma":[0.9985264,0.000003434122,0.00104005,0.000005772681,0.00002711136,6.128989e-7,8.799886e-7,0.000007775759,0.000387983],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7700353,"threshold_uncertainty_score":0.1252996,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4385641099","doi":"10.2749/istanbul.2023.0285","title":"New challenges in the IABSE TG3.1 benchmark on super long span bridge aerodynamics","year":2023,"lang":"en","type":"article","venue":"Report","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Aerodynamics; Benchmark (surveying); Bridge (graph theory); Thunderstorm; Computer science; Wind tunnel; Span (engineering); Wind speed; Computation; Aeroelasticity; Meteorology; Structural engineering; Simulation; Aerospace engineering; Engineering; Geology; Geography; Algorithm","retraction":null,"screen_n_in":null,"score":{"opus":0.04506573247890022,"gpt":0.2653204124326345,"spread":0.2202546799537343,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004892363,0.0001050136,0.0001123203,0.00002611782,0.00008905072,0.00001660138,0.0001684853,0.00003702239,0.0001955467],"category_scores_gemma":[0.00005495972,0.00007039318,0.00004982499,0.000233235,0.00004798897,0.00006927492,0.0001293622,0.0001162172,0.0005932853],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005306469,"about_ca_system_score_gemma":0.0000097824,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005414828,"about_ca_topic_score_gemma":0.001813551,"domain_scores_codex":[0.9989327,0.00002645674,0.000173453,0.0002849105,0.0003336869,0.0002488416],"domain_scores_gemma":[0.9995286,0.00005543524,0.00003761331,0.0003336977,0.000002195956,0.00004244848],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00001070429,0.0001136566,0.8726321,0.00001597753,0.00002047263,0.003823898,0.003646425,0.001645976,0.0001710089,0.0002619464,0.05066912,0.0669887],"study_design_scores_gemma":[0.00007271634,0.00003294586,0.9751554,0.00001412991,0.000003742262,0.00007334507,0.0002230098,0.00009848335,0.00001719846,0.0002447623,0.02396879,0.00009554245],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.932062,0.00008720504,0.000009274323,0.00542966,0.0001769404,0.0001244592,0.000001308137,0.00004615318,0.06206303],"genre_scores_gemma":[0.9959233,0.0004477178,0.00002918357,0.0001598228,0.000128763,0.00001032812,0.00001037784,0.000009441529,0.003281108],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1025232,"threshold_uncertainty_score":0.7625679,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2941382995","doi":"10.2749/vancouver.2017.1734","title":"Opening effect on punching shear strength of RC slabs","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo; Queen's University","funders":"","keywords":"Slab; Structural engineering; Punching; Shear (geology); Finite element method; Reinforced concrete; Materials science; Shear strength (soil); Geotechnical engineering; Geology; Composite material; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01337343778137509,"gpt":0.2695664292780703,"spread":0.2561929914966952,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001957937,0.0001406886,0.0002381787,0.00004594446,0.0001023237,0.00006118817,0.0002363894,0.00006553721,0.00004452797],"category_scores_gemma":[0.0002321093,0.0001226459,0.00008497187,0.0000238364,0.00002880783,0.0001728261,0.00005575932,0.0001765006,0.00001613425],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000428613,"about_ca_system_score_gemma":0.00001307342,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008303064,"about_ca_topic_score_gemma":6.065188e-7,"domain_scores_codex":[0.9991894,0.000007150316,0.0002552258,0.0001453162,0.0002220064,0.0001809229],"domain_scores_gemma":[0.9989703,0.00004516948,0.0001404005,0.0007630397,0.00002316166,0.00005789465],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00005836634,8.241324e-7,0.07267568,0.0003528566,0.0002473178,0.003195447,0.0003444369,0.008794469,0.6089266,0.0006967504,0.0004006733,0.3043066],"study_design_scores_gemma":[0.0004339897,0.0001738692,0.05968355,0.0002055326,0.0000544322,0.0003978809,0.00001009118,0.003275942,0.9331805,0.0000196902,0.002253927,0.000310574],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9624179,0.00002347697,0.00008628782,0.000006957036,0.000538023,0.0001269752,0.000001865566,0.000134175,0.03666435],"genre_scores_gemma":[0.9987168,0.000002250526,0.0007841047,0.000002507762,0.0000749596,0.000006004402,0.00000542793,0.00002753618,0.0003803936],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3242539,"threshold_uncertainty_score":0.5001355,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W7092305781","doi":"10.2749/ghent.2025.0193","title":"Reliability-based Assessment of Existing Concrete Structures in ACI CODE-562-25","year":2025,"lang":"","type":"article","venue":"Report","topic":"Construction Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Building code; Reinforced concrete; Durability; Code (set theory)","retraction":null,"screen_n_in":null,"score":{"opus":0.01730919093571167,"gpt":0.3076984055838727,"spread":0.290389214648161,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001067199,0.0003558586,0.0007348567,0.0004017464,0.00006745438,0.00003286983,0.0001838347,0.000275204,0.0001318897],"category_scores_gemma":[0.0005209367,0.0004119134,0.0002139415,0.0007679184,0.0001289793,0.00008631367,0.00006983295,0.0006562644,9.434629e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003957748,"about_ca_system_score_gemma":0.0007513607,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001572704,"about_ca_topic_score_gemma":0.00001806017,"domain_scores_codex":[0.9969113,0.00007432129,0.001706909,0.0005338104,0.0003618585,0.0004117913],"domain_scores_gemma":[0.9982406,0.0002777828,0.0002731278,0.0009023904,0.0002114416,0.00009461486],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002338149,0.0000183104,0.08470545,0.0023103,0.0001644795,0.0003523058,0.0001157755,0.8831322,0.01319564,0.009606646,0.00008206392,0.006293515],"study_design_scores_gemma":[0.001372609,0.00005014797,0.2897018,0.001099596,0.0001359526,0.0001584494,0.0001783608,0.6818492,0.007826131,0.000753723,0.01625287,0.00062105],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7785418,0.0005895588,0.1502401,0.0001657369,0.004035055,0.0006006664,0.00006772829,0.0003486521,0.06541072],"genre_scores_gemma":[0.9796429,0.00003358296,0.01966562,0.0000144396,0.0000637118,0.0000216406,0.00002573889,0.00003394037,0.0004984292],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2049964,"threshold_uncertainty_score":0.9998333,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2938959648","doi":"10.2749/vancouver.2017.3183","title":"Application of Performance Based Design to Highway and Transit Structures","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Bridge (graph theory); Computer science; Parametric statistics; Conceptual design; Displacement (psychology); Design methods; Simple (philosophy); Transit (satellite); Limiting; Structural engineering; Engineering; Transport engineering; Public transport; Mechanical engineering; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.01244141186385422,"gpt":0.2296144696223592,"spread":0.2171730577585049,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000544413,0.00005219494,0.00008510764,0.00003861733,0.00004388964,0.00001572799,0.00005362351,0.00002435609,0.000007764069],"category_scores_gemma":[0.00001304563,0.00004722612,0.00001671902,0.00003120398,0.00001276618,0.00005038715,0.000003443979,0.00002604733,8.8007e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000008020612,"about_ca_system_score_gemma":0.000005006865,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001310091,"about_ca_topic_score_gemma":0.000001504978,"domain_scores_codex":[0.999697,0.000001795936,0.0001131056,0.00007247314,0.00006457494,0.00005104895],"domain_scores_gemma":[0.9996626,0.0000061387,0.00003060208,0.0002463503,0.00002010123,0.0000342539],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000003706996,8.867656e-7,0.001717628,0.00004876511,0.00002054064,0.000003125361,0.00003800268,0.9114814,0.03965205,0.00009329076,0.00003901821,0.04690155],"study_design_scores_gemma":[0.00006487908,0.000009287577,0.1252546,0.000006080704,0.00001460875,0.00001420369,0.000002635188,0.7099454,0.1638561,0.00001886022,0.00074156,0.00007187376],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1926089,0.00001478847,0.8069023,0.00002932856,0.00003864795,0.00005288309,8.82745e-7,0.00005770903,0.0002946018],"genre_scores_gemma":[0.9919432,0.00000373528,0.007992457,0.000005008902,0.00001677282,0.000006470542,0.000003105765,0.000007047289,0.00002217198],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7993343,"threshold_uncertainty_score":0.1925825,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2945247437","doi":"10.2749/vancouver.2017.1505","title":"The Existing Champlain Bridge - Overview of Issues – The Owner’s Perspective","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Girder; Bridge (graph theory); Forensic engineering; Corrosion; Engineering; Truss; Civil engineering; Reinforced concrete; Structural engineering; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.1208544775256346,"gpt":0.3748722572023852,"spread":0.2540177796767505,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007302899,0.00007483539,0.0001231341,0.000006957676,0.0003808134,0.00006443726,0.0002376007,0.00002663051,0.00003075485],"category_scores_gemma":[0.001118707,0.00003529084,0.00007866059,0.00002688857,0.000115308,0.00005196076,0.00007808841,0.0001029447,0.000007093393],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004242236,"about_ca_system_score_gemma":0.00002110862,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005077834,"about_ca_topic_score_gemma":0.0001599634,"domain_scores_codex":[0.9993898,0.00002103704,0.0002129573,0.000112552,0.0001443494,0.0001193273],"domain_scores_gemma":[0.9986732,0.0001119353,0.0001260697,0.0009658538,0.00009650541,0.00002645821],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0001553185,0.0001370861,0.1924451,0.001348943,0.0006902913,0.001711684,0.03470341,0.0008490972,0.05476473,0.2144435,0.06951293,0.4292379],"study_design_scores_gemma":[0.0002203121,0.00002949094,0.6076803,0.0001421451,0.00003774754,0.0004232584,0.001573394,0.004099166,0.007382025,0.005453093,0.3726459,0.0003130886],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8010218,0.009621662,0.0004601566,0.005997023,0.001611093,0.0005289188,0.00001332902,0.0002833115,0.1804627],"genre_scores_gemma":[0.9974564,0.0003764064,0.0000272461,0.00001211982,0.000102269,0.000008770482,7.623287e-7,0.000009685123,0.002006338],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4289248,"threshold_uncertainty_score":0.2928947,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3145481093","doi":"10.2749/christchurch.2021.0710","title":"Experimental fire performance of unloaded stay-cables for bridge infrastructure","year":2021,"lang":"en","type":"article","venue":"Report","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"","keywords":"Galvanization; Materials science; Thermal expansion; Thermocouple; Structural engineering; Bridge (graph theory); Spiral (railway); Thermal; Composite material; Engineering; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.009792285351037941,"gpt":0.2344072744033766,"spread":0.2246149890523387,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001032472,0.0001140505,0.000229865,0.00001821265,0.00002425325,0.00001795833,0.00006166891,0.00006826886,0.000184159],"category_scores_gemma":[0.00005020586,0.0001169967,0.00005594734,0.00005880981,0.00001916291,0.00008490105,0.00002851102,0.00004194958,0.000004223001],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004685839,"about_ca_system_score_gemma":0.00004861453,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006107016,"about_ca_topic_score_gemma":3.375957e-7,"domain_scores_codex":[0.9992803,0.00000917606,0.0002907262,0.0001433032,0.0001187129,0.0001577638],"domain_scores_gemma":[0.9995504,0.0000307652,0.00006187738,0.0002628666,0.00005872723,0.00003538524],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00001481393,0.000005761327,0.001429688,0.0004202655,0.00005114295,0.0001150269,0.0001100171,0.001353386,0.9920411,0.0000176156,0.003043082,0.001398073],"study_design_scores_gemma":[0.0002186164,0.00004334646,0.007659567,0.00004196301,0.00001067604,0.0002594983,0.00002042041,0.006012493,0.9798112,0.000006290571,0.005792473,0.0001234461],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9975502,0.0004547865,0.0001691743,0.000007520611,0.0006853972,0.000174348,0.00003107624,0.0001166896,0.00081077],"genre_scores_gemma":[0.997839,0.00001342967,0.001699839,0.00001056015,0.0001124396,0.0000345623,0.00006729031,0.00003065332,0.0001922651],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01222992,"threshold_uncertainty_score":0.4770985,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4391598558","doi":"10.2749/newdelhi.2023.0631","title":"Bridges as Built Heritage: Preservation, Reimagination, Transformation","year":2023,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Thriving; Placemaking; Vitality; Cultural heritage; Architecture; Industrial heritage; Bridge (graph theory); Architectural engineering; Cultural heritage management; Civil engineering; Environmental ethics; Engineering; Sociology; History; Urban design; Archaeology; Social science","retraction":null,"screen_n_in":null,"score":{"opus":0.01397315553818528,"gpt":0.2587332978232398,"spread":0.2447601422850545,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001341308,0.00008457602,0.00009089384,0.0001399861,0.00004624526,0.00004105113,0.00006068349,0.00004034637,0.00009549871],"category_scores_gemma":[0.00006950621,0.0000870314,0.00004735891,0.0005495115,0.00001032629,0.0004168701,0.000005179248,0.00006615904,0.0001476336],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003803461,"about_ca_system_score_gemma":0.00001353647,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004702072,"about_ca_topic_score_gemma":0.000007790515,"domain_scores_codex":[0.9993293,0.000005675923,0.0002551306,0.0000991335,0.0001907726,0.000120021],"domain_scores_gemma":[0.9996584,0.00001362332,0.00002517114,0.000178802,0.00008231027,0.00004166508],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000001926606,0.000003785272,0.001288419,0.0001283391,0.00008943093,0.00009128154,0.0007214537,0.9606788,0.006358253,0.003502598,0.0155757,0.01156006],"study_design_scores_gemma":[0.0001542898,0.000008187914,0.06042218,0.000015441,0.0000260046,0.0001669369,0.0002367301,0.8610325,0.01295683,0.0009275081,0.06381605,0.0002373022],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.738232,0.0001268773,0.2239889,0.002802927,0.0008112603,0.0002339145,0.000008781814,0.004826278,0.02896916],"genre_scores_gemma":[0.9971288,0.00005941237,0.0001972787,0.00002155875,0.00006823923,0.00002021121,0.0002234253,0.00001956921,0.002261475],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2588969,"threshold_uncertainty_score":0.3549037,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2936273289","doi":"10.2749/vancouver.2017.1478","title":"Distributed Sensing to Assess the Impact of Support Conditions on Slab Behaviour","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Advanced Fiber Optic Sensors","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"","keywords":"Slab; Structural engineering; Deflection (physics); Stiffness; Materials science; Work (physics); Flexural strength; Bending; Engineering; Mechanical engineering; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.0418353890799386,"gpt":0.352700449666023,"spread":0.3108650605860844,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000134135,0.0001155657,0.0001677215,0.00003372615,0.0001405818,0.00003658803,0.0001310474,0.00004744927,0.00004241267],"category_scores_gemma":[0.0002751238,0.0000867561,0.00009654444,0.00005269156,0.00004528647,0.00008028396,0.00003026892,0.0001261017,0.00002459921],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001082983,"about_ca_system_score_gemma":0.00003601403,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000747431,"about_ca_topic_score_gemma":0.000007492719,"domain_scores_codex":[0.9992705,0.000007029875,0.000248166,0.0001285917,0.0001562955,0.0001893991],"domain_scores_gemma":[0.9987422,0.00005260083,0.0001259418,0.0009179501,0.00008239717,0.00007889012],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00003809635,0.0001489275,0.1954856,0.00004675468,0.0005963653,0.006447651,0.0007359388,0.6324111,0.1296759,0.000558381,0.03068137,0.003173954],"study_design_scores_gemma":[0.0001679504,0.00007821977,0.9663395,0.00004337763,0.0000467699,0.00108046,0.00007677217,0.002300068,0.02875806,0.0001361892,0.0007482675,0.0002243884],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9875048,0.000001612891,0.0045986,0.00007888754,0.0002417516,0.0001648894,0.0001339578,0.0001006892,0.007174782],"genre_scores_gemma":[0.9990046,0.000001173239,0.0006024488,0.000006092145,0.00004865943,0.000003342357,0.00007098817,0.00002705125,0.0002356633],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7708539,"threshold_uncertainty_score":0.3537811,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2944843998","doi":"10.2749/vancouver.2017.1513","title":"The Existing Champlain Bridge – Instrumentation, Monitoring and Load Tests","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"GlobVision (Canada); Champlain Regional College","funders":"","keywords":"Girder; Bridge (graph theory); Instrumentation (computer programming); Span (engineering); Structural engineering; Load testing; Engineering; Flexural strength; Structural health monitoring; Geotechnical engineering; Forensic engineering; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.03073695870889765,"gpt":0.2980117534162446,"spread":0.267274794707347,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001408457,0.00006652684,0.00006518238,0.00001486541,0.0004170135,0.0001876956,0.00007066906,0.00002130118,0.000002356895],"category_scores_gemma":[0.0001868429,0.0000524335,0.0000198857,0.00002672544,0.00002891407,0.0001157334,0.00001948457,0.00005913146,0.000002606891],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003944846,"about_ca_system_score_gemma":0.000008704791,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008607686,"about_ca_topic_score_gemma":0.00001426498,"domain_scores_codex":[0.9995587,0.000002714592,0.00014502,0.00008305788,0.0001102859,0.000100246],"domain_scores_gemma":[0.9995883,0.00002546685,0.00005402079,0.0002632172,0.00003120218,0.00003775256],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.000005358899,0.000004849701,0.3284778,0.0001196401,0.00034162,0.0003337695,0.0009694421,0.03101896,0.01775462,0.001287427,0.0008908524,0.6187957],"study_design_scores_gemma":[0.000116409,0.000004050561,0.9597721,0.00002705357,0.00001586191,0.0002706107,0.00007104161,0.02811101,0.005086921,0.000125285,0.006254979,0.0001447321],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9902468,0.0001965143,0.003889134,0.0001037629,0.0007138493,0.00004302378,6.153855e-7,0.0001728241,0.004633521],"genre_scores_gemma":[0.998983,0.00006402584,0.0003891819,0.000001397318,0.0001358148,0.000005424856,0.000001671909,0.00000998132,0.000409519],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6312943,"threshold_uncertainty_score":0.3207373,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2924350993","doi":"10.2749/vancouver.2017.3159","title":"A Case Study on Evaluating the Performance Criteria of the 2014 Canadian Highway Bridge Design Code","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of British Columbia","funders":"","keywords":"Bridge (graph theory); Hazard; Structural engineering; Seismic hazard; Civil engineering; Span (engineering); Engineering; Environmental science; Computer science; Transport engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.06846070482543354,"gpt":0.3155454208004619,"spread":0.2470847159750284,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006518885,0.0001094197,0.0001228621,0.00002596677,0.0004030845,0.00006209344,0.0002897478,0.00004624238,0.000009761938],"category_scores_gemma":[0.0002123598,0.00006465599,0.00004256445,0.00003440833,0.00003810173,0.00004280854,0.00003096873,0.0001967656,0.000002521794],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005750902,"about_ca_system_score_gemma":0.0000719426,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01652608,"about_ca_topic_score_gemma":0.00481068,"domain_scores_codex":[0.9992658,0.00002971151,0.0002157035,0.0001212176,0.0001839822,0.0001835801],"domain_scores_gemma":[0.9987696,0.00005045438,0.00007381654,0.001010563,0.00003783369,0.00005775895],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00001098594,0.00003593676,0.009627821,0.00009151744,0.000163564,0.003587562,0.001233061,0.9706965,0.004976617,0.00009636267,0.004160978,0.005319068],"study_design_scores_gemma":[0.0003541195,0.0003062438,0.6444787,0.0000831709,0.00008516352,0.01036799,0.0001560696,0.3398714,0.002613593,0.00007595486,0.001283805,0.0003237346],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9971955,0.00001972587,0.0007049544,0.0000870258,0.0005554802,0.0002771227,0.000003915286,0.00006370038,0.001092552],"genre_scores_gemma":[0.9996322,0.000001914177,0.0001062374,0.00001166463,0.00006070812,0.00001974431,4.324036e-7,0.00001816455,0.0001489332],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6348509,"threshold_uncertainty_score":0.990023,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4385641291","doi":"10.2749/istanbul.2023.0409","title":"Main Cable Inspection and Strength Evaluation of Helicoidal Strand Main Cables Using a Modified NCHRP Evaluation Approach","year":2023,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Engineering; Structural engineering; Forensic engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.08462882267294271,"gpt":0.3109627477922575,"spread":0.2263339251193148,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003372452,0.0001126507,0.0001873055,0.0001399807,0.00007101513,0.00002605117,0.00003340117,0.00008628347,0.00004999234],"category_scores_gemma":[0.0002917139,0.0001170047,0.00004028292,0.0003523662,0.00002951502,0.0001276057,0.00001954523,0.00008383784,0.000001173858],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002133502,"about_ca_system_score_gemma":0.0001595197,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00026785,"about_ca_topic_score_gemma":0.0001001875,"domain_scores_codex":[0.9984735,0.0001093191,0.0003808597,0.000237495,0.0006419321,0.0001568478],"domain_scores_gemma":[0.999391,0.00003804905,0.00008344237,0.0002509255,0.0001821806,0.00005435472],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002321642,0.00002695925,0.003501862,0.0002362721,0.00003178134,0.000009572531,0.0007989869,0.8472693,0.1370369,0.00007572882,0.0001971476,0.01079234],"study_design_scores_gemma":[0.0005764358,0.00001337557,0.01323398,0.00002392203,0.0000952149,0.00009042244,0.0004540394,0.98056,0.004484886,0.0003319261,0.00002326005,0.0001125034],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9898404,0.0001456893,0.005371044,0.000007290288,0.0001762635,0.000523915,0.00001396303,0.0001998827,0.003721534],"genre_scores_gemma":[0.9992357,0.00002545179,0.0005048321,0.00000132176,0.00004293087,0.00004035252,0.0000919146,0.00001684354,0.00004065656],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1332908,"threshold_uncertainty_score":0.4771312,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2315952674","doi":"10.2749/222137900796313960","title":"Rehabilitation of the Cummings Bridge, Ottawa, Canada","year":2000,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Rehabilitation; Computer science; Medicine; Physical therapy","retraction":null,"screen_n_in":null,"score":{"opus":0.002830417498149421,"gpt":0.1818224939030227,"spread":0.1789920764048733,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004627405,0.00004464551,0.00006910121,0.00001370356,0.00001706081,0.000003310857,0.00004601305,0.00001636419,0.0002080557],"category_scores_gemma":[0.00004114983,0.00003360846,0.00004065202,0.0001509708,0.0000116199,0.00002705943,0.000002241287,0.00003938836,0.000001541826],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004905032,"about_ca_system_score_gemma":0.00003471109,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.07404159,"about_ca_topic_score_gemma":0.03885324,"domain_scores_codex":[0.9995785,0.000004144076,0.0001833929,0.00005287676,0.0001234664,0.00005764516],"domain_scores_gemma":[0.9997406,0.00002029577,0.00002043907,0.0001782576,0.00002143352,0.00001894785],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[9.838772e-7,0.00000287664,0.009432772,0.00006082151,0.00005898441,0.00001360038,0.0001543272,0.9390734,0.001911731,0.000137313,0.02272267,0.0264305],"study_design_scores_gemma":[0.0001099701,0.000008749875,0.7351515,0.00003024875,0.00003968113,0.0001220923,0.00004281069,0.09322307,0.01141823,0.00007995396,0.1595789,0.0001948302],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9905665,0.00003579834,0.0008149691,0.0001728257,0.0001718947,0.00003750622,0.000002420649,0.00005676584,0.008141351],"genre_scores_gemma":[0.9983179,0.000002202966,0.0002275455,0.00001312657,0.00001913031,0.000002044613,0.000003622613,0.00000635373,0.001408073],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8458503,"threshold_uncertainty_score":0.9786852,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3135119167","doi":"10.2749/newyork.2019.1641","title":"Two Outstanding Aluminum Pedestrian Bridges in a National Historic Site","year":2019,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"WSP (Canada)","funders":"","keywords":"Serviceability (structure); Pedestrian; Chord (peer-to-peer); Context (archaeology); Truss; Structural engineering; Engineering; Pedestrian crossing; Civil engineering; Transport engineering; Forensic engineering; Computer science; Archaeology; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.01090809211916896,"gpt":0.2388983700932593,"spread":0.2279902779740903,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001246223,0.00008127904,0.0001258203,0.0001674047,0.00001190421,0.00001700736,0.00003805723,0.00003124259,0.0001438344],"category_scores_gemma":[0.00003479251,0.00008428124,0.00005005125,0.0002270856,0.0000046999,0.00009128754,0.000006774783,0.0000827325,0.00004884354],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003328179,"about_ca_system_score_gemma":0.00002321252,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001032995,"about_ca_topic_score_gemma":0.0000413826,"domain_scores_codex":[0.9993559,0.000004163091,0.0002154325,0.0001197773,0.0001905996,0.0001141804],"domain_scores_gemma":[0.9997809,0.00001744931,0.00002837186,0.0001107447,0.00002747534,0.00003506734],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000003054738,0.000004467794,0.1040084,0.00005328323,0.00005138789,0.0001571175,0.0002532899,0.8837539,0.009054802,0.0004942107,0.001199098,0.000966985],"study_design_scores_gemma":[0.0007409801,0.00001405979,0.09413464,0.00004893369,0.00002401041,0.0004215118,0.0001315658,0.8762688,0.002332975,0.000132422,0.02525875,0.000491333],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9729351,0.0001542272,0.00694544,0.00004250042,0.0006495499,0.00006792915,0.000003026387,0.0002303453,0.01897191],"genre_scores_gemma":[0.9977415,0.00000791806,0.0002957138,0.000008578939,0.00008155289,0.000004057214,0.00002859942,0.00001351329,0.00181859],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0248064,"threshold_uncertainty_score":0.3436889,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4385631509","doi":"10.2749/istanbul.2023.0744","title":"A Case Study on the Analysis and Rehabilitation of an Existing Through Arch Truss Bridge","year":2023,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Truss; Structural engineering; Engineering; Arch; Bracing; Structural health monitoring; Deck; Forensic engineering; Civil engineering; Brace","retraction":null,"screen_n_in":null,"score":{"opus":0.05670285227532336,"gpt":0.3317011991355276,"spread":0.2749983468602043,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003359129,0.00006770909,0.0001448533,0.0001535329,0.00004912566,0.00001442097,0.00003103264,0.00001829888,0.000006805665],"category_scores_gemma":[0.0001601471,0.00004961136,0.00005899846,0.001061472,0.00001960403,0.0000542292,0.000009265639,0.00005868902,9.300156e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001381996,"about_ca_system_score_gemma":0.000003829441,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005981583,"about_ca_topic_score_gemma":0.0001053679,"domain_scores_codex":[0.9993992,0.0000282703,0.0002384597,0.0001272272,0.0001330017,0.00007385258],"domain_scores_gemma":[0.9994425,0.0002004747,0.00003770382,0.0002677177,0.00002960318,0.00002196659],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000006855624,0.00004353167,0.06533142,0.00008598706,0.001479529,0.00358214,0.02058009,0.8953069,0.00151431,0.0003774169,0.00009208368,0.01159971],"study_design_scores_gemma":[0.0001079587,0.00008732946,0.4550091,0.000007265983,0.0003419041,0.0005861602,0.00847183,0.5346326,0.0005207554,0.00007987594,0.00003284069,0.0001223443],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9953939,0.000004229612,0.004008138,0.00002993303,0.00003221044,0.00008980739,0.000002311965,0.000161936,0.0002775629],"genre_scores_gemma":[0.9995775,0.000001388719,0.0003326579,0.00000266585,0.0000173191,0.00001274344,0.00000997177,0.000009167985,0.0000366217],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3896777,"threshold_uncertainty_score":0.2023093,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4385641168","doi":"10.2749/istanbul.2023.0936","title":"Sazlidere Bridge Wind Tunnel Testing Assisted Design","year":2023,"lang":"en","type":"article","venue":"Report","topic":"Aerodynamics and Fluid Dynamics Research","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Aeroelasticity; Aerodynamics; Wind tunnel; Bridge (graph theory); Context (archaeology); Structural engineering; Wind speed; Engineering; Truck; Marine engineering; Aerospace engineering; Meteorology; Geology; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.1113293023482297,"gpt":0.2999775932220789,"spread":0.1886482908738492,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006257309,0.0001281044,0.0001558389,0.0001296061,0.00008744733,0.00006256919,0.0001314474,0.00008314441,0.00002770021],"category_scores_gemma":[0.0003436653,0.000133752,0.0000498489,0.0007549964,0.0000276602,0.00006867761,0.00006642219,0.0002044749,0.0002792008],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009730086,"about_ca_system_score_gemma":0.0000677042,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004126707,"about_ca_topic_score_gemma":0.0000196777,"domain_scores_codex":[0.998777,0.0000167037,0.0002956326,0.0002182418,0.0002978584,0.0003945709],"domain_scores_gemma":[0.999299,0.0001227902,0.00003016129,0.0003460075,0.00009237431,0.0001096036],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001094275,0.00005734837,0.0274985,0.0002905644,0.0002570795,0.02489817,0.000278192,0.5606028,0.3196845,0.0003191744,0.02432246,0.04178024],"study_design_scores_gemma":[0.00007266604,0.0000109474,0.3843903,0.00001894259,0.00000517109,0.0005293755,0.000007958259,0.6139302,0.00006432972,0.0001583378,0.0006716008,0.0001401996],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9376522,0.00007319789,0.02824809,0.00008499409,0.0004038674,0.0003008161,0.00001247065,0.001611437,0.03161296],"genre_scores_gemma":[0.9935733,0.00002407654,0.003103937,0.000006762081,0.00008453568,0.00001255533,0.00005505071,0.00006515626,0.003074597],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3568918,"threshold_uncertainty_score":0.5454249,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2772610077","doi":"10.2749/222137817822208636","title":"Integrating Aesthetic Design and Structural Engineering on a Signature Bridge","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Signature (topology); Downtown; Mandate; Architectural engineering; Key (lock); Engineering; Structural system; Construction engineering; Computer science; Civil engineering; Computer security; Political science; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.01387474764846708,"gpt":0.2418626330466101,"spread":0.227987885398143,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009807618,0.0001619747,0.0001632654,0.0000715058,0.0001354535,0.0001462391,0.0001087234,0.00007274078,0.00001346919],"category_scores_gemma":[0.000102091,0.0001396166,0.00004876707,0.00004252385,0.00002157509,0.0001273292,0.0000176068,0.0002076992,0.000003395262],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003070862,"about_ca_system_score_gemma":0.000007033859,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001696619,"about_ca_topic_score_gemma":0.000001449345,"domain_scores_codex":[0.9993796,0.00000515816,0.0001763435,0.0001626325,0.0001188167,0.000157406],"domain_scores_gemma":[0.9994671,0.00002039637,0.00005175788,0.0003643666,0.00002198433,0.00007436262],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000004175391,0.000001431566,0.0004165635,0.00004326781,0.00006502553,0.000325743,0.0001510753,0.9461243,0.007745813,0.0007001359,0.0002737337,0.04414881],"study_design_scores_gemma":[0.0001135113,0.0000186043,0.02103967,0.00004992316,0.00002051015,0.0006723668,0.000007651402,0.972944,0.004285814,0.00007319175,0.000549912,0.000224837],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7060705,0.0002993256,0.2910683,0.0001149072,0.0005656164,0.0001478328,0.000002200895,0.0006104719,0.001120788],"genre_scores_gemma":[0.9941581,0.00001367008,0.005625342,0.000009803854,0.00006446683,0.000006253738,0.000005016921,0.00002831886,0.00008903258],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2880875,"threshold_uncertainty_score":0.5693401,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3130336953","doi":"10.2749/kualalumpur.2018.0701","title":"Integration of SHM at an early stage in the design and construction of long-span bridges","year":2018,"lang":"en","type":"article","venue":"Report","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Process (computing); Construction engineering; Span (engineering); Structural health monitoring; Stage (stratigraphy); Life span; Engineering; Work (physics); Systems engineering; Computer science; Reinforced concrete; Construction management; Civil engineering; Structural engineering; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01641450674024481,"gpt":0.2475445090611837,"spread":0.2311300023209389,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002117777,0.00004666431,0.00007615756,0.00003732217,0.00001547178,0.000006111633,0.00003164962,0.00003137632,0.000004219442],"category_scores_gemma":[0.00002167833,0.00003388787,0.0000102062,0.00005333573,0.00006547332,0.00008557372,0.000006518888,0.00004400755,2.151151e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002140549,"about_ca_system_score_gemma":0.000007805928,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001268093,"about_ca_topic_score_gemma":0.00007187983,"domain_scores_codex":[0.9996207,0.00001454119,0.0001664533,0.00006193602,0.00007315355,0.00006324081],"domain_scores_gemma":[0.9997513,0.00001281549,0.00005527581,0.0001249146,0.00004572455,0.000009964638],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00006487983,0.00001737266,0.5895075,0.0001268065,0.00003632379,0.0001442301,0.007755081,0.004648129,0.3519483,0.0009885893,0.00008585397,0.04467705],"study_design_scores_gemma":[0.0000768208,0.00007852984,0.65489,0.00003759363,0.000006210505,0.0001882504,0.000357918,0.002888871,0.3412535,0.0001029361,0.0000702965,0.00004910744],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9496673,0.0000142147,0.04963307,0.000003184736,0.0001585267,0.00008081533,7.990357e-7,0.00001443795,0.000427672],"genre_scores_gemma":[0.9963586,0.00001116753,0.003517265,0.000001484189,0.00007004946,0.000002520706,0.000002092447,0.000005459973,0.00003130812],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06538257,"threshold_uncertainty_score":0.1381907,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3133473858","doi":"10.2749/copenhagen.2018.409","title":"Monitoring of the Great Belt Bridge hanger vibrations and expansion joint movements using Digital Image Correlation","year":2018,"lang":"en","type":"article","venue":"Report","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"SNC-Lavalin (Canada)","funders":"","keywords":"Bridge (graph theory); Digital image correlation; Vibration; Computer science; Structural health monitoring; Photogrammetry; Computer vision; Engineering; Structural engineering; Artificial intelligence; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.04244299726483097,"gpt":0.3024504470067223,"spread":0.2600074497418913,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000684575,0.00008093101,0.00009050834,0.0000412247,0.00009755411,0.00002848084,0.00004071553,0.00004699569,0.000003056769],"category_scores_gemma":[0.00004453081,0.00006593839,0.0000249378,0.00009893907,0.00004647882,0.000274622,0.00005101186,0.00007009529,6.883574e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008659241,"about_ca_system_score_gemma":0.00001487576,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008303161,"about_ca_topic_score_gemma":0.000001105728,"domain_scores_codex":[0.9993641,0.000005913153,0.0002606868,0.0001042591,0.0001532586,0.0001118028],"domain_scores_gemma":[0.999568,0.00001053526,0.00008650508,0.0002261755,0.00007622497,0.00003250023],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.000006633576,0.00001122896,0.6826705,0.0001677978,0.00003534558,0.00002662784,0.0009529421,0.0002546662,0.270618,0.00001674732,0.0002115777,0.04502791],"study_design_scores_gemma":[0.00004889725,0.00001573541,0.8141188,0.0001567844,0.000007384917,0.000093991,0.00001472424,0.005118038,0.1801393,0.0001582239,0.00005595747,0.00007217246],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9940743,0.00004118533,0.00424604,0.000008539226,0.000948387,0.0001699307,0.000003947481,0.000151536,0.000356077],"genre_scores_gemma":[0.9954109,0.00001006217,0.004225588,0.00000197751,0.0002796543,0.000005337972,0.00000276299,0.00001798185,0.00004574482],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1314482,"threshold_uncertainty_score":0.268889,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3128159852","doi":"10.2749/vancouver.2017.2051","title":"Fretting Fatigue Analysis of Bridge Stay Cables at Saddle Supports using Multiaxial Stress-Based Approaches","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Mechanical stress and fatigue analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Pylon; Saddle; Fretting; Structural engineering; Bridge (graph theory); Deck; Stress (linguistics); Finite element method; Computer science; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.1283678285992909,"gpt":0.3074397803628232,"spread":0.1790719517635323,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003258229,0.000184638,0.0005877477,0.0001772719,0.0002549552,0.0000677695,0.0002297126,0.0001145168,0.0002427014],"category_scores_gemma":[0.0002110072,0.0001808436,0.0003813627,0.0002205138,0.00005807479,0.0001200789,0.00008519803,0.0001007687,0.000001093403],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000781463,"about_ca_system_score_gemma":0.00002786646,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002223077,"about_ca_topic_score_gemma":0.0008755678,"domain_scores_codex":[0.9983751,0.00002170601,0.0006306504,0.0003241677,0.0003585366,0.0002898069],"domain_scores_gemma":[0.998279,0.00005823269,0.0004609477,0.001012277,0.00006794379,0.0001215742],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000007816609,0.0000612019,0.5000381,0.000150089,0.002174344,0.0003580807,0.00008908472,0.4857454,0.005513421,0.00002687825,0.00003800098,0.005797595],"study_design_scores_gemma":[0.0001483764,0.000008172156,0.08344861,0.00004598194,0.001417534,0.0000052889,0.00002532409,0.8742446,0.04033414,0.00000990504,0.00007983349,0.000232257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9479935,0.0001090439,0.05025837,0.00001065018,0.00009607051,0.00009550183,0.000116918,0.0000684217,0.001251593],"genre_scores_gemma":[0.9970021,0.000009798637,0.00258873,0.000002796575,0.00006015839,0.000007242268,0.0002152756,0.00002704918,0.00008687074],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4165894,"threshold_uncertainty_score":0.7374586,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}