{"meta":{"query_hash":"bc961572c775","filters":{"venue":"Structures Congress 2010"},"cohort_total":25,"direct_labels_cover":0,"predictions_cover":25,"exported":25,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/bc961572c775","api":"https://metacan.xera.ac/api/v1/cohort?venue=Structures+Congress+2010"},"results":[{"id":"W1973431466","doi":"10.1061/41130(369)45","title":"Distortion-Induced Fatigue Cracking of Bridge Girders—Design Issues","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Girder; Flange; Engineering; Finite element method; Bridge (graph theory); Brittleness; Materials science; Composite material","score_opus":0.02977160956799921,"score_gpt":0.27594538046766787,"score_spread":0.24617377089966866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973431466","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4030931,0.0015278518,0.5852643,0.00047030594,0.000050628085,0.0002271102,0.00010031495,0.00058958936,0.008676778],"genre_scores_gemma":[0.8759554,0.0008443061,0.11912593,0.000068530106,0.000029866324,0.00011853233,0.000074584714,0.00013762558,0.003645208],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923885,0.00018160102,0.00006171997,0.00007929953,0.00040166374,0.000036861777],"domain_scores_gemma":[0.9977349,0.0008116633,0.00023109856,0.0003181763,0.00086069887,0.00004349694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014889325,0.00031349924,0.00041211335,0.00036754765,0.00022872881,0.0005258134,0.0012067052,0.0007015597,0.0013724314],"category_scores_gemma":[0.0035450412,0.00046659537,0.00026795373,0.00027379737,0.00040185053,0.00075088337,0.00033827501,0.00034812916,0.0005488236],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023092171,0.00018062166,0.018791694,0.0013343984,0.00006733234,0.0006829077,0.0007008801,0.21687236,0.38086268,0.006383379,0.0014837462,0.37240916],"study_design_scores_gemma":[0.000080191705,0.0025281387,0.045791153,0.00020194503,0.00009527424,0.0045198547,0.00043228775,0.6662999,0.24922785,0.0052251155,0.025497926,0.000100456484],"about_ca_topic_score_codex":0.00081962155,"about_ca_topic_score_gemma":0.0024651987,"teacher_disagreement_score":0.0014889325,"about_ca_system_score_codex":0.00034294705,"about_ca_system_score_gemma":0.0002918346,"threshold_uncertainty_score":0.00787437},"labels":[],"label_agreement":null},{"id":"W1979969975","doi":"10.1061/41130(369)197","title":"Elbow River Cable-Stayed Bridge, Calgary, Canada","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"BP (Canada)","funders":"","keywords":"Bridge (graph theory); Deck; Pier; Downtown; Limiting; Span (engineering); Engineering; Schedule; Civil engineering; Structural engineering; Computer science; Geography; Mechanical engineering; Archaeology","score_opus":0.0048919945842683145,"score_gpt":0.19167996579518054,"score_spread":0.18678797121091223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979969975","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11285005,0.0044517126,0.008554771,0.0026562852,0.0005170049,0.00036904743,0.0045183552,0.00079479837,0.865288],"genre_scores_gemma":[0.19225311,0.0025466906,0.007675909,0.00043541324,0.000031910364,0.00007605084,0.0023798037,0.00018562835,0.7944154],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999353,0.000014837686,0.000009978056,0.00010033273,0.00037820064,0.0001435908],"domain_scores_gemma":[0.99920434,0.00002928047,0.000019648494,0.000021041717,0.0005739463,0.00015186939],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030816937,0.0004052001,0.0002347868,0.0010460279,0.004957691,0.0021183072,0.0011866366,0.00069356646,0.07749617],"category_scores_gemma":[0.00070173456,0.0003633089,0.00019483673,0.0014705062,0.00081931,0.00048195833,0.0010692057,0.00076857157,0.007428725],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00051759236,0.0002889953,0.0378124,0.0005740218,0.000052251795,0.003060559,0.0027232845,0.006458651,0.021877142,0.025174469,0.3163006,0.5851601],"study_design_scores_gemma":[0.00008332162,0.00020740124,0.12824987,0.0003682563,0.000034768087,0.00078048045,0.004452873,0.003869928,0.0049693175,0.0015112726,0.8553868,0.00008580444],"about_ca_topic_score_codex":0.937493,"about_ca_topic_score_gemma":0.9890975,"teacher_disagreement_score":0.07749617,"about_ca_system_score_codex":0.021606743,"about_ca_system_score_gemma":0.021412237,"threshold_uncertainty_score":0.25925052},"labels":[],"label_agreement":null},{"id":"W2017002155","doi":"10.1061/41130(369)18","title":"Vibration Testing of Cantilevered Steel Pole with Partial Concrete Filling","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Embry-Riddle Aeronautical University","keywords":"Structural engineering; Vibration; Natural frequency; Finite element method; Modal; Cantilever; Modal analysis; Composite number; Work (physics); Engineering; Materials science; Acoustics; Composite material; Mechanical engineering; Physics","score_opus":0.009640871616238318,"score_gpt":0.20819267740726943,"score_spread":0.19855180579103113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017002155","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969382,0.000024873869,0.0027982679,0.0000047216245,0.0000057914417,0.000011471726,0.000022675558,0.000029739478,0.00016427452],"genre_scores_gemma":[0.9978921,0.000016753216,0.0015941956,0.0000040224436,0.0000019658587,0.000009307333,0.000035014804,0.0000070678884,0.00043952133],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995178,0.00007311204,0.000027244989,0.00008847478,0.00020945283,0.000083868224],"domain_scores_gemma":[0.99905497,0.00044774954,0.00008078549,0.00008738993,0.0002344795,0.00009470034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053270714,0.00051652256,0.00041210905,0.000356388,0.00024223121,0.00013370517,0.00047884244,0.00080224755,0.0020069976],"category_scores_gemma":[0.0010265338,0.00029898316,0.00030474344,0.0001611558,0.00040555984,0.00024440914,0.00031647162,0.0003048396,0.00032023567],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047029648,0.00007233484,0.0015427239,0.000064311156,0.000009230505,0.0001604214,0.0002056515,0.0014903562,0.9916276,0.000028791394,0.00002602994,0.00430241],"study_design_scores_gemma":[0.00010712088,0.012228783,0.051932223,0.000021627779,0.000050348426,0.0006434557,0.0003870849,0.016841237,0.9169005,0.00007680595,0.0007672406,0.000043610555],"about_ca_topic_score_codex":0.0005259647,"about_ca_topic_score_gemma":0.0007747326,"teacher_disagreement_score":0.0020069976,"about_ca_system_score_codex":0.00013788926,"about_ca_system_score_gemma":0.000116784075,"threshold_uncertainty_score":0.0067141056},"labels":[],"label_agreement":null},{"id":"W2024293399","doi":"10.1061/41130(369)102","title":"Wind-Induced Loads on the Foundation of a Low-Rise Building: Full-Scale and Wind Tunnel Experimentation","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Wind tunnel; Foundation (evidence); Wind engineering; Terrain; Hypersonic wind tunnel; Wind gradient; Structural engineering; Marine engineering; Wind speed; Envelope (radar); Full scale; Wind direction; Planetary boundary layer; Meteorology; Range (aeronautics); Boundary layer; Finite element method; Engineering; Aerospace engineering; Geography","score_opus":0.011366177563836698,"score_gpt":0.25196633094906806,"score_spread":0.24060015338523136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024293399","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999553,0.0000025568984,0.00030981732,0.0000015336337,7.0071917e-7,0.0000073824276,0.000022470374,0.000006499424,0.00009595341],"genre_scores_gemma":[0.99926287,0.000008762424,0.00052405434,0.0000014137911,6.205024e-7,0.0000099575955,0.00004611552,0.0000020082757,0.00014423758],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998374,0.000031495947,0.000009238577,0.000021577245,0.00005632893,0.000043798114],"domain_scores_gemma":[0.999635,0.00015236303,0.00004099528,0.000055950393,0.000055799057,0.00005987587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004777664,0.00032117803,0.00027996956,0.0003078734,0.00032103626,0.00017005716,0.00034273718,0.00034966454,0.000985595],"category_scores_gemma":[0.00049606216,0.00017860495,0.00025958606,0.00016027997,0.0004117996,0.0002198863,0.0003448611,0.00027192585,0.00012613434],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018744337,0.003452583,0.067318104,0.00023941323,0.000068186964,0.0013585599,0.0016695154,0.08797034,0.8133005,0.0006658967,0.00029848656,0.021784093],"study_design_scores_gemma":[0.00024872183,0.027811576,0.3370022,0.000059670387,0.00010758908,0.0008114371,0.0023327651,0.26539466,0.3644529,0.00056355447,0.0011093189,0.000105674175],"about_ca_topic_score_codex":0.0010563979,"about_ca_topic_score_gemma":0.0021294998,"teacher_disagreement_score":0.0010563979,"about_ca_system_score_codex":0.00013220312,"about_ca_system_score_gemma":0.0001536119,"threshold_uncertainty_score":0.0032971501},"labels":[],"label_agreement":null},{"id":"W2083675842","doi":"10.1061/41130(369)279","title":"Tuned Sloshing Damper for Wind-Induced Motion Control of a Tall Residential Tower","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tower; Stiffness; Damper; Structural engineering; Schematic; Tuned mass damper; Slosh dynamics; Wind tunnel; Engineering; Sizing; Acceleration; Environmental science; Aerospace engineering; Physics; Electrical engineering","score_opus":0.008721325553136218,"score_gpt":0.2357770474338662,"score_spread":0.22705572188073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083675842","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.915904,0.000069752554,0.08074668,0.00006106119,0.000027898399,0.000058366593,0.000030438328,0.00026041752,0.0028412654],"genre_scores_gemma":[0.99497104,0.000016595977,0.0042311996,0.000005435945,0.0000032001044,0.000008817909,0.00000947291,0.000002692174,0.00075153634],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999448,0.000012189569,0.000002963275,0.000008618215,0.000020520416,0.0000109285975],"domain_scores_gemma":[0.99990344,0.000026942693,0.000023343411,0.000010457876,0.00001899707,0.00001687871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015579403,0.00016505789,0.00014949961,0.00013297572,0.00021237017,0.00014201253,0.00026838534,0.00020697627,0.0012799565],"category_scores_gemma":[0.00017035058,0.00009005357,0.00010319675,0.000049914575,0.00015263293,0.00006915731,0.00012427205,0.00013475356,0.00013459689],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005104615,0.00017820943,0.0013053776,0.00015108983,0.00001790082,0.00038491914,0.00022437301,0.070244275,0.8933664,0.0007191998,0.0004252986,0.03247244],"study_design_scores_gemma":[0.00023584637,0.0051318575,0.01592083,0.00003636272,0.000061836785,0.0002558045,0.00016955007,0.81244653,0.16066122,0.0003106416,0.0047262437,0.000043255826],"about_ca_topic_score_codex":0.0008781056,"about_ca_topic_score_gemma":0.0022445899,"teacher_disagreement_score":0.0012799565,"about_ca_system_score_codex":0.000087850894,"about_ca_system_score_gemma":0.00012397437,"threshold_uncertainty_score":0.0042818785},"labels":[],"label_agreement":null},{"id":"W2087120083","doi":"10.1061/41131(370)22","title":"A Review of Benchmark Study on Response Control of Seismically-Excited Highway Bridges","year":2010,"lang":"en","type":"review","venue":"Structures Congress 2010","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Benchmark (surveying); Bridge (graph theory); Computer science; MATLAB; Control (management); Sample (material); Artificial intelligence; Geology; Physics","score_opus":0.0158148720942696,"score_gpt":0.2885946400207503,"score_spread":0.27277976792648073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087120083","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000875792,0.98890454,0.006224544,0.00015589314,0.00019386086,0.000014900678,0.000056444922,0.000030672243,0.0035433825],"genre_scores_gemma":[0.011908019,0.98224545,0.003964548,0.0001610932,0.00031564225,0.000040301347,0.00016168869,0.00001406731,0.0011891613],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993905,0.000097030366,0.000104228624,0.00014034781,0.0002351251,0.000032697208],"domain_scores_gemma":[0.99842405,0.00085092336,0.00016091038,0.000054469427,0.00047209702,0.000037658618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001299766,0.0012853452,0.0019981794,0.0025401348,0.00025465994,0.0011181841,0.0012725506,0.0011896458,0.0026987994],"category_scores_gemma":[0.0030277688,0.00056424807,0.00066131225,0.0036722755,0.0003515564,0.0014350605,0.000552456,0.0007504942,0.0010185019],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014456293,0.0001638794,0.0002542805,0.031904127,0.00016000666,0.000138321,0.0000660673,0.013418849,0.0029605755,0.017566351,0.015769677,0.91745335],"study_design_scores_gemma":[0.0000726388,0.0013066839,0.0029566477,0.0145339975,0.00055634615,0.0011749858,0.00023786363,0.014472849,0.00652901,0.018742729,0.93925357,0.00016276179],"about_ca_topic_score_codex":0.0018726875,"about_ca_topic_score_gemma":0.0015629081,"teacher_disagreement_score":0.0026987994,"about_ca_system_score_codex":0.00079388346,"about_ca_system_score_gemma":0.0011840459,"threshold_uncertainty_score":0.009028435},"labels":[],"label_agreement":null},{"id":"W2312587317","doi":"10.1061/41130(369)210","title":"The Influence of Isolator Hysteresis on Equipment Performance in Seismic Isolated Buildings","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Isolator; Isolation (microbiology); Structural engineering; Displacement (psychology); Seismic isolation; Stiffening; Engineering; Stiffness; Hysteresis; Computer science; Physics; Electronic engineering","score_opus":0.00426856725948384,"score_gpt":0.2072705062605454,"score_spread":0.20300193900106156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312587317","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954792,0.000034709883,0.0031952935,0.000015182405,0.0000026000826,0.0000043128334,0.000016251819,0.000062838226,0.0011895205],"genre_scores_gemma":[0.9997272,0.0000065134514,0.00011236428,0.0000024892327,8.567794e-7,0.0000010375379,0.000011537648,0.0000061686587,0.0001318554],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994615,0.00013175237,0.000023666815,0.00006593347,0.00015793856,0.00015909443],"domain_scores_gemma":[0.9959521,0.0026179987,0.00038896454,0.0002953352,0.0005052317,0.0002404048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048528047,0.00029478702,0.0003479155,0.00047154078,0.0004188977,0.0005867813,0.000417627,0.00043408168,0.0022971183],"category_scores_gemma":[0.004409213,0.00016861771,0.00015997644,0.0002517123,0.0005607984,0.0005266134,0.0006035788,0.00030209255,0.0005205713],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005623843,0.0009120441,0.10540245,0.00030991063,0.0001468597,0.0019515076,0.001672915,0.3281533,0.44036078,0.001258344,0.0007002116,0.11350777],"study_design_scores_gemma":[0.00016312675,0.00828551,0.27349824,0.000090497284,0.00026093872,0.001457804,0.002164202,0.34946638,0.36121383,0.0015251698,0.0017576976,0.000116668634],"about_ca_topic_score_codex":0.001185578,"about_ca_topic_score_gemma":0.0012707919,"teacher_disagreement_score":0.0022971183,"about_ca_system_score_codex":0.0003501287,"about_ca_system_score_gemma":0.00016707998,"threshold_uncertainty_score":0.007684648},"labels":[],"label_agreement":null},{"id":"W2313389608","doi":"10.1061/41130(369)275","title":"New Songdo International City Block D24, an Iconic and Efficient Twisted Tall Building Structure","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Arup Group (Canada)","funders":"","keywords":"Block (permutation group theory); Computer science; Computer graphics (images); Architectural engineering; Engineering; Geometry; Mathematics","score_opus":0.005801623209996825,"score_gpt":0.22483779773578885,"score_spread":0.21903617452579202,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313389608","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.59620875,0.0003504576,0.12760405,0.00034733335,0.00026769162,0.0006187513,0.0014238589,0.0016147244,0.2715644],"genre_scores_gemma":[0.7439837,0.00021982017,0.11066099,0.00012063843,0.000037692967,0.00021531797,0.0021828336,0.00023782373,0.14234121],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984086,0.000018840668,0.00000448869,0.00002258023,0.00007915117,0.0000339974],"domain_scores_gemma":[0.9999045,0.000004404978,0.000006793463,0.000017617558,0.000024445217,0.000042188876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016808364,0.0002615786,0.00015278741,0.0003874034,0.00077156996,0.00062399876,0.00040529744,0.00026330483,0.009978599],"category_scores_gemma":[0.00017696807,0.00019001703,0.00016014799,0.000493578,0.00041187773,0.00035007446,0.0006687881,0.00035370034,0.0022340915],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010740355,0.00042409386,0.028122593,0.00049527857,0.00006186305,0.0028980225,0.002466048,0.040241573,0.23287556,0.1012658,0.052236535,0.53783864],"study_design_scores_gemma":[0.00033694308,0.0032370358,0.07955474,0.000087331275,0.0001029267,0.0037763072,0.0020051876,0.0488342,0.040098637,0.007322804,0.814504,0.0001398438],"about_ca_topic_score_codex":0.0048305904,"about_ca_topic_score_gemma":0.029644815,"teacher_disagreement_score":0.009978599,"about_ca_system_score_codex":0.0005724691,"about_ca_system_score_gemma":0.00079709635,"threshold_uncertainty_score":0.0333817},"labels":[],"label_agreement":null},{"id":"W2313901096","doi":"10.1061/41130(369)284","title":"Monitoring of Tall Buildings to Assist the Design of Supplementary Damping Systems","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Queen's University; Western University","funders":"","keywords":"Vibration; Structural system; Damping ratio; Computer science; Structural engineering; Vibration control; Engineering; Acoustics; Physics","score_opus":0.023154680289179552,"score_gpt":0.2919683163286682,"score_spread":0.26881363603948866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313901096","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28057677,0.00038931458,0.7113923,0.00010395686,0.00004302406,0.00020211941,0.00025018817,0.0019747866,0.0050676707],"genre_scores_gemma":[0.8202704,0.0001936619,0.17674425,0.000027580203,0.000020305493,0.00009535559,0.00017802406,0.00006949829,0.0024008667],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99972206,0.00006264117,0.000013771139,0.00005782129,0.00011089133,0.00003274342],"domain_scores_gemma":[0.9995129,0.00017264002,0.00012420077,0.000078613826,0.00007182267,0.000039867897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045278866,0.0005142591,0.00035808948,0.00085928576,0.00025653248,0.00045887855,0.00039976186,0.0003518657,0.002867547],"category_scores_gemma":[0.00084134657,0.00024597545,0.00016795113,0.0003493963,0.00017356037,0.00049014436,0.0005213415,0.0003807979,0.00057006517],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004992462,0.00012907386,0.009824906,0.0002555377,0.000016820031,0.00018505205,0.0006333734,0.029019324,0.54155856,0.0022194441,0.0014226866,0.41423598],"study_design_scores_gemma":[0.00012912584,0.0024104484,0.13418171,0.00021800182,0.00011540024,0.00064060756,0.0007875386,0.4216336,0.39675936,0.0056046024,0.037380796,0.00013878476],"about_ca_topic_score_codex":0.00054704316,"about_ca_topic_score_gemma":0.001980186,"teacher_disagreement_score":0.002867547,"about_ca_system_score_codex":0.00020280336,"about_ca_system_score_gemma":0.00024265262,"threshold_uncertainty_score":0.009592891},"labels":[],"label_agreement":null},{"id":"W2314988644","doi":"10.1061/41130(369)177","title":"A Possible Method for Obtaining Fracture Parameters for Crack Propagation in Quasi-Brittle Materials Subject to Compression","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Brittleness; Compression (physics); Fracture mechanics; Tension (geology); Composite material; Cracking; Fracture (geology); Crack closure; Structural engineering; Crack growth resistance curve; Engineering","score_opus":0.01739242469647542,"score_gpt":0.29268836508693785,"score_spread":0.27529594039046246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314988644","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07202252,0.0003928943,0.92417043,0.00006493933,0.00003513788,0.00020593837,0.00038280737,0.00086330844,0.0018619874],"genre_scores_gemma":[0.4630106,0.0003956036,0.5331286,0.0000372757,0.000011264443,0.0005450389,0.00035071874,0.00020829057,0.002312557],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99969435,0.000049893908,0.000028438344,0.00008270385,0.00012751456,0.000017137543],"domain_scores_gemma":[0.9985274,0.0006167429,0.00020391062,0.00027082072,0.00035427985,0.000026816673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058041,0.0005722135,0.0003638909,0.0011873704,0.00026641108,0.00035822263,0.0009918214,0.0008416429,0.0028097243],"category_scores_gemma":[0.0030442986,0.00036499745,0.0002741934,0.0009236205,0.00033957767,0.000778073,0.0003135725,0.0008762309,0.0006311352],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018318482,0.00016422695,0.0038727394,0.0005017711,0.000031252883,0.0001116961,0.00025388759,0.018206023,0.85622424,0.0067057363,0.0005189316,0.11322621],"study_design_scores_gemma":[0.000032358454,0.00042860772,0.012654947,0.00007953073,0.000050199687,0.00057864934,0.00012279722,0.18907985,0.78588736,0.004206206,0.006754537,0.00012494123],"about_ca_topic_score_codex":0.00069765566,"about_ca_topic_score_gemma":0.0011039185,"teacher_disagreement_score":0.0028097243,"about_ca_system_score_codex":0.000246925,"about_ca_system_score_gemma":0.00045423297,"threshold_uncertainty_score":0.009399474},"labels":[],"label_agreement":null},{"id":"W2316884320","doi":"10.1061/41130(369)103","title":"Performance of Toe-Nail Connections under Realistic Wind Loading","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University","funders":"","keywords":"Nail (fastener); Structural engineering; Wind engineering; Reduction (mathematics); Actuator; Frame (networking); Environmental science; Engineering; Mathematics; Mechanical engineering","score_opus":0.012006587082342004,"score_gpt":0.22731882958235536,"score_spread":0.21531224250001335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2316884320","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99867755,0.0000280936,0.0005433504,0.000007675823,0.000011483524,0.000009931529,0.0000515661,0.000053828073,0.0006165733],"genre_scores_gemma":[0.99868256,0.000026451295,0.0003389691,0.0000040162467,0.0000013125579,0.0000054932193,0.00007350554,0.000009454103,0.0008582317],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992931,0.00007677716,0.000053641234,0.00010309018,0.00035040014,0.00012306513],"domain_scores_gemma":[0.9988218,0.0002747594,0.00016703857,0.00016155661,0.00036620107,0.00020860652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005021258,0.00063716114,0.0003942013,0.0005368218,0.00049483974,0.00034647272,0.00064971216,0.0006929576,0.0036163826],"category_scores_gemma":[0.0020414004,0.00030267314,0.00021551727,0.0002988227,0.00041882085,0.00041018345,0.0004901736,0.0002841582,0.00071113446],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021257873,0.00029975077,0.012058819,0.00023290064,0.00004114969,0.0013066243,0.0009185048,0.057110865,0.89765793,0.00028240762,0.00066885515,0.027296446],"study_design_scores_gemma":[0.00013468479,0.011937363,0.09237229,0.00008534584,0.00009813135,0.0007464866,0.0015742397,0.11324253,0.7761734,0.00020604188,0.0033032633,0.00012621674],"about_ca_topic_score_codex":0.0028153611,"about_ca_topic_score_gemma":0.0061608176,"teacher_disagreement_score":0.0036163826,"about_ca_system_score_codex":0.00027761748,"about_ca_system_score_gemma":0.0002816004,"threshold_uncertainty_score":0.012098014},"labels":[],"label_agreement":null},{"id":"W2317879047","doi":"10.1061/41130(369)217","title":"Advancing Performance Based Design through Full-Scale Simulation of Wind, Water, and Structural Interaction","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Clemson University; National Oceanic and Atmospheric Administration; National Science Foundation","keywords":"Wind engineering; Landfall; Full scale; Environmental science; Scale (ratio); Hazard; Computer science; Marine engineering; Research program; Wind speed; Civil engineering; Meteorology; Storm; Engineering; Structural engineering; Geography; Cartography","score_opus":0.009612891699952098,"score_gpt":0.24677759510264932,"score_spread":0.2371647034026972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2317879047","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30670404,0.00042204265,0.62964445,0.0006023263,0.00017765786,0.0004539271,0.00063125417,0.0020739036,0.059290435],"genre_scores_gemma":[0.8710238,0.00038255294,0.12224882,0.00011598611,0.000030021327,0.0004066315,0.00037929238,0.0002453387,0.0051676626],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999824,0.000041711064,0.0000067887327,0.000017817523,0.00008152576,0.000028170922],"domain_scores_gemma":[0.99948514,0.00026297334,0.000046583496,0.00007337823,0.00008972356,0.000042206066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058199925,0.00076452433,0.0007301644,0.00048323075,0.00047450766,0.0012379622,0.0010600394,0.001134559,0.0038793064],"category_scores_gemma":[0.0013966317,0.00057085574,0.00064117287,0.00026131538,0.00065902557,0.00088291045,0.0010083661,0.0007564768,0.0005710056],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012197793,0.000033453187,0.00041676566,0.00002238166,0.0000067124242,0.000018512312,0.000025411548,0.99347275,0.0011521769,0.0009330355,0.0001477501,0.003758726],"study_design_scores_gemma":[0.000005794249,0.000014188338,0.00008459564,0.0000029702733,0.0000019956253,0.000003188787,0.0000074348986,0.9987845,0.00023978607,0.00038489656,0.00046785118,0.000002719123],"about_ca_topic_score_codex":0.008513508,"about_ca_topic_score_gemma":0.008383314,"teacher_disagreement_score":0.008513508,"about_ca_system_score_codex":0.0006864936,"about_ca_system_score_gemma":0.0011670891,"threshold_uncertainty_score":0.016927898},"labels":[],"label_agreement":null},{"id":"W2319009665","doi":"10.1061/41130(369)268","title":"Assessment of Occupant Comfort in Wind-Sensitive Buildings Using a Six-Degree-of-Freedom Motion Simulator","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tower; Motion (physics); Engineering; Simulation; Motion simulator; Computer science; Architectural engineering; Marine engineering; Structural engineering; Artificial intelligence","score_opus":0.018356216688991338,"score_gpt":0.2828922426045682,"score_spread":0.26453602591557684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319009665","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9912913,0.000018969022,0.008150461,0.0000071468517,0.0000021311087,0.000044459794,0.00004644174,0.00003682417,0.00040225204],"genre_scores_gemma":[0.993028,0.00003726405,0.0065264525,0.0000041445783,9.731032e-7,0.000027783208,0.00008652491,0.0000072602666,0.00028159903],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999723,0.00013573078,0.000018562312,0.000021376503,0.00007877904,0.000022463933],"domain_scores_gemma":[0.9996245,0.00019621591,0.00003318117,0.000036803875,0.000060251234,0.000049037797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006691336,0.00046897872,0.00031913695,0.00035420986,0.00017023756,0.00023543218,0.00031587837,0.000301253,0.0006461621],"category_scores_gemma":[0.0011053018,0.0001676462,0.00027795092,0.00015052593,0.00020030337,0.0002507867,0.00039223785,0.0001937526,0.00010045379],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018723984,0.001135771,0.11284675,0.00036530738,0.0001363533,0.0008889364,0.0046256958,0.23494917,0.5644376,0.0009323661,0.0004455657,0.07736412],"study_design_scores_gemma":[0.00018736193,0.012025513,0.18482597,0.000043580258,0.00012374176,0.00064656016,0.002209028,0.6562626,0.14015329,0.0005098662,0.0028730035,0.00013952587],"about_ca_topic_score_codex":0.0015106471,"about_ca_topic_score_gemma":0.002930444,"teacher_disagreement_score":0.0015106471,"about_ca_system_score_codex":0.00015888222,"about_ca_system_score_gemma":0.00017471702,"threshold_uncertainty_score":0.0035387874},"labels":[],"label_agreement":null},{"id":"W2322005196","doi":"10.1061/41131(370)27","title":"Experimental Studies on an Adaptive Tuned Mass Damper with Real-Time Tuning Capability","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Tuned mass damper; Control theory (sociology); Damper; Accelerometer; Robustness (evolution); Vibration control; Adaptive control; Vibration; Frequency domain; Acceleration; System identification; Pendulum; Engineering; Computer science; Robust control; Control engineering; Control system; Physics; Control (management)","score_opus":0.014310775356735281,"score_gpt":0.2543354225236893,"score_spread":0.240024647166954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322005196","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9217027,0.00021227206,0.07520646,0.00013987135,0.00010180293,0.00018460605,0.00009828011,0.0005046563,0.0018492915],"genre_scores_gemma":[0.98127866,0.00007629643,0.01708643,0.00003202413,0.000010648482,0.00010056386,0.00007166094,0.000023421311,0.001320216],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995167,0.000080594225,0.0000375069,0.00010473134,0.00018793627,0.00007247717],"domain_scores_gemma":[0.99880457,0.0005446079,0.0001452437,0.00019708264,0.00023085109,0.000077605575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009856189,0.0003860813,0.0003370023,0.0002947193,0.00031730757,0.00029923153,0.00076759484,0.0006575233,0.0025417989],"category_scores_gemma":[0.0018997794,0.00019301209,0.00020677372,0.00015420155,0.00062449137,0.00049495674,0.00027125803,0.0004344874,0.00030742167],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008302784,0.0008396437,0.0008851852,0.00037694583,0.000029628072,0.00015399135,0.00030159534,0.01003373,0.9646024,0.00079591305,0.00029577044,0.02085493],"study_design_scores_gemma":[0.00045914864,0.012291551,0.008188017,0.00006147346,0.000069155634,0.00035257888,0.00020432904,0.106288284,0.8654759,0.00038603265,0.0061470442,0.00007652276],"about_ca_topic_score_codex":0.0004408037,"about_ca_topic_score_gemma":0.00042348393,"teacher_disagreement_score":0.0025417989,"about_ca_system_score_codex":0.00016775061,"about_ca_system_score_gemma":0.00014227684,"threshold_uncertainty_score":0.008503199},"labels":[],"label_agreement":null},{"id":"W2322537914","doi":"10.1061/41130(369)194","title":"Wind and Snow Loads—An International Perspective","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Snow; Consistency (knowledge bases); Perspective (graphical); Presentation (obstetrics); Meteorology; Wind tunnel; Wind force; Wind power; Computer science; Engineering; Geography; Aerospace engineering; Artificial intelligence; Electrical engineering","score_opus":0.0068627455666638035,"score_gpt":0.24688501042506517,"score_spread":0.24002226485840136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322537914","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016709624,0.1370134,0.0060336106,0.07050352,0.0064995266,0.000024375735,0.00036656004,0.00005967407,0.7627898],"genre_scores_gemma":[0.44924688,0.36094904,0.010326801,0.012863311,0.010612678,0.000091205766,0.0006542542,0.00016883966,0.155087],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994035,0.00019681378,0.000054335265,0.000089487046,0.00016127867,0.00009461474],"domain_scores_gemma":[0.9991518,0.00026042922,0.00009939236,0.00006365456,0.0003337736,0.00009100156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014097481,0.0005944712,0.0003509814,0.001591911,0.0013568166,0.003369798,0.00038769303,0.0014092945,0.009552793],"category_scores_gemma":[0.0013085633,0.00016991436,0.00031950287,0.0024560473,0.0019335735,0.004729278,0.0012194106,0.002880551,0.0012832474],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010953568,0.00019080874,0.006470749,0.00077092595,0.000034026707,0.00040991374,0.0029505852,0.0023343444,0.0012490478,0.6189635,0.0696624,0.2968542],"study_design_scores_gemma":[0.0000064422925,0.00013301868,0.0127224475,0.001280072,0.000027484297,0.00026884148,0.004879808,0.00043320283,0.00052948296,0.04177685,0.9379157,0.000026784635],"about_ca_topic_score_codex":0.0055735447,"about_ca_topic_score_gemma":0.00891501,"teacher_disagreement_score":0.009552793,"about_ca_system_score_codex":0.0010287655,"about_ca_system_score_gemma":0.0015988528,"threshold_uncertainty_score":0.03195733},"labels":[],"label_agreement":null},{"id":"W2325290294","doi":"10.1061/41130(369)124","title":"Seismic Force Demand on Brace Connections of Conventional Construction Braced Steel Frames Designed According to Canadian Seismic Provisions","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Brace; Structural engineering; Seismic analysis; Brittleness; Modal; Engineering; Braced frame; Geotechnical engineering; Frame (networking); Mechanical engineering; Materials science","score_opus":0.006928240848696495,"score_gpt":0.22712670048591901,"score_spread":0.2201984596372225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2325290294","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989237,0.0000072187117,0.00022526142,0.0000027179178,7.0504103e-7,0.0000028466968,0.00008146595,0.000008254806,0.00074767874],"genre_scores_gemma":[0.99912184,0.000011889481,0.00018648949,0.0000011041973,3.3672262e-7,0.0000021700873,0.00015590715,0.000003225576,0.0005170114],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999716,0.000013023807,0.0000057884413,0.000032995024,0.00014590722,0.00008621138],"domain_scores_gemma":[0.99967813,0.00004744181,0.00004346411,0.000016311422,0.00016960732,0.000045002194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018023273,0.00050199445,0.00017696538,0.0005932949,0.00040725814,0.0002955694,0.00037214917,0.00022401445,0.00121917],"category_scores_gemma":[0.0006434387,0.00015250607,0.00012517437,0.00044597214,0.0003682286,0.00015567358,0.00018459455,0.00015272625,0.00018999637],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020074274,0.00025639797,0.31851777,0.00019219515,0.00007627223,0.00103748,0.0014812545,0.13780242,0.43440217,0.0011607904,0.0015985029,0.10146738],"study_design_scores_gemma":[0.000041274656,0.000806629,0.88870513,0.000011652648,0.000048951988,0.00020859636,0.0010452716,0.057823397,0.048840825,0.000112349466,0.0023070925,0.000048795242],"about_ca_topic_score_codex":0.30887225,"about_ca_topic_score_gemma":0.6075857,"teacher_disagreement_score":0.6911278,"about_ca_system_score_codex":0.0024607189,"about_ca_system_score_gemma":0.0012264391,"threshold_uncertainty_score":0.61414886},"labels":[],"label_agreement":null},{"id":"W2326278953","doi":"10.1061/41130(369)118","title":"A Simple Approach for Performance Evaluation of Structures in Fire","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Simple (philosophy); Column (typography); Computer science; Structural engineering; Software; Deformation (meteorology); Fire resistance; Engineering; Materials science; Programming language","score_opus":0.014746603827576175,"score_gpt":0.2583685436580761,"score_spread":0.24362193983049993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2326278953","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18944368,0.00037167175,0.79683757,0.000042958778,0.00006501327,0.0006250823,0.00047420722,0.00092927035,0.011210556],"genre_scores_gemma":[0.76181376,0.00039083773,0.23041382,0.000042360207,0.000019223275,0.000547688,0.00045716428,0.000107731496,0.006207442],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99887687,0.00015597553,0.000045147586,0.000106690466,0.000762914,0.00005242429],"domain_scores_gemma":[0.99951303,0.00011040769,0.00005293535,0.00009022683,0.00021024956,0.000023111963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070738647,0.0008806558,0.0005945363,0.0017630401,0.00043483856,0.00048882794,0.0008629095,0.0007114273,0.0034450218],"category_scores_gemma":[0.0012754763,0.00031132944,0.00046063686,0.00068886706,0.00048922136,0.000686039,0.00087136606,0.0005397265,0.00081387634],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021400982,0.00025038232,0.003897472,0.0003725614,0.000045149285,0.00022024591,0.00031840938,0.036207583,0.8002442,0.0051621515,0.0005440655,0.15252389],"study_design_scores_gemma":[0.00005381181,0.0036284805,0.022311233,0.00007167416,0.00007052501,0.0010708541,0.00039241384,0.23327675,0.719838,0.0052753743,0.013849354,0.00016151251],"about_ca_topic_score_codex":0.0011456972,"about_ca_topic_score_gemma":0.002687193,"teacher_disagreement_score":0.0034450218,"about_ca_system_score_codex":0.00044585462,"about_ca_system_score_gemma":0.00045681116,"threshold_uncertainty_score":0.0115247965},"labels":[],"label_agreement":null},{"id":"W2330191673","doi":"10.1061/41130(369)281","title":"Increasing Efficiency in Tall Buildings by Damping","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Arup Group (Canada)","funders":"","keywords":"Tower; Damper; Stiffness; Structural engineering; Acceleration; Tuned mass damper; Engineering; Vibration","score_opus":0.0038143365404027974,"score_gpt":0.2107873142566526,"score_spread":0.20697297771624978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330191673","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58638066,0.00063237845,0.3485667,0.00039986995,0.000041003004,0.00010669973,0.00010278244,0.0008063206,0.06296357],"genre_scores_gemma":[0.95518404,0.00029213435,0.03555077,0.000056723853,0.000018121407,0.000042725227,0.00007864992,0.00012011338,0.008656765],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994186,0.00014075307,0.00001539537,0.000054070493,0.00018377928,0.00018731931],"domain_scores_gemma":[0.9995003,0.00016937431,0.00007849806,0.00009347514,0.00007792612,0.00008043004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005272882,0.0006171092,0.00033851006,0.00066651904,0.0005093652,0.0011226209,0.00059420575,0.0004445263,0.0054970374],"category_scores_gemma":[0.0014096858,0.00028020242,0.00031347026,0.0005194492,0.00066650857,0.0011559031,0.0015513462,0.000418104,0.0015674595],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041797623,0.00048717007,0.037669428,0.00046783048,0.00009469195,0.0009099808,0.0020601961,0.35827735,0.08965878,0.13075267,0.0057575013,0.37344638],"study_design_scores_gemma":[0.00020811093,0.002761839,0.13845803,0.00031828962,0.00022416246,0.0019082169,0.0047965543,0.45825344,0.09136419,0.13364632,0.16785459,0.00020629495],"about_ca_topic_score_codex":0.0026080257,"about_ca_topic_score_gemma":0.005626137,"teacher_disagreement_score":0.0054970374,"about_ca_system_score_codex":0.0004700049,"about_ca_system_score_gemma":0.0003063342,"threshold_uncertainty_score":0.018389404},"labels":[],"label_agreement":null},{"id":"W2330595298","doi":"10.1061/41131(370)25","title":"Key Findings from the Nonlinear Base-Isolated Benchmark","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Benchmark (surveying); Nonlinear system; Key (lock); Computer science; MATLAB; Base (topology); Isolation (microbiology); Scale (ratio); Control (management); Artificial intelligence; Mathematics; Computer security","score_opus":0.010146018237896116,"score_gpt":0.25331812988640084,"score_spread":0.24317211164850472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330595298","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3550887,0.005112421,0.31421345,0.010157029,0.0011797437,0.00041428185,0.0028019405,0.000815047,0.31021738],"genre_scores_gemma":[0.9373955,0.0025574374,0.03403633,0.0008656721,0.0004282583,0.00022624829,0.0015491736,0.00023681647,0.022704585],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993137,0.00013221554,0.000024815738,0.00011923705,0.00032334714,0.00008673397],"domain_scores_gemma":[0.9976799,0.0011895779,0.00024165516,0.00027058827,0.00043106524,0.00018728254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00078565243,0.0007390544,0.000903851,0.0005811395,0.0005774942,0.0011879145,0.0010760081,0.0009038097,0.010520202],"category_scores_gemma":[0.008067149,0.00018296261,0.00045478126,0.00050387945,0.0008454859,0.0016787442,0.0014649224,0.0012293824,0.000748561],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009253459,0.00078987924,0.006622692,0.0014061743,0.00009561874,0.00093697663,0.0004879731,0.5336226,0.015719652,0.28403413,0.031907324,0.12345164],"study_design_scores_gemma":[0.000116941956,0.00048611042,0.006373955,0.00024403988,0.000042877677,0.0004056837,0.0012241508,0.71202505,0.014619912,0.2335951,0.030750597,0.00011554285],"about_ca_topic_score_codex":0.0049155666,"about_ca_topic_score_gemma":0.002470843,"teacher_disagreement_score":0.010520202,"about_ca_system_score_codex":0.0005536814,"about_ca_system_score_gemma":0.00070292025,"threshold_uncertainty_score":0.035193563},"labels":[],"label_agreement":null},{"id":"W2330744228","doi":"10.1061/41130(369)266","title":"The Effects of Incremental Corner Modifications on a 200m Tall Building","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Wind tunnel; Acceleration; Torsion (gastropod); Bending moment; Geology; Engineering; Physics; Aerospace engineering","score_opus":0.0058301159504323226,"score_gpt":0.22850871737172992,"score_spread":0.2226786014212976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330744228","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99946076,0.0000075361654,0.00028034172,0.0000026664052,0.0000023132372,0.00000407234,0.000017223034,0.000010099364,0.00021495878],"genre_scores_gemma":[0.99959856,0.000008806407,0.00024383949,0.0000028938987,0.0000010152099,0.000002085974,0.000026269723,0.0000016436907,0.00011486581],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999845,0.00002498928,0.000008091968,0.00002131657,0.000047110116,0.000053505282],"domain_scores_gemma":[0.99970716,0.00013121264,0.00004154835,0.000035594527,0.000046146273,0.0000383321],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017146688,0.0003804996,0.00025102397,0.00019363273,0.00027934808,0.0002256303,0.0002286466,0.00033927156,0.0013817442],"category_scores_gemma":[0.0005160078,0.0001411691,0.00023889974,0.00013467828,0.00030450005,0.00015498075,0.0003031566,0.00022632386,0.00013765333],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024668504,0.00051885255,0.038131252,0.00019348318,0.000070288064,0.0018115467,0.0004699895,0.18997894,0.7333667,0.0002467608,0.0002559906,0.032489315],"study_design_scores_gemma":[0.00009924199,0.015017761,0.46553293,0.00002960329,0.00016596576,0.0009189476,0.0017113083,0.15971424,0.35494488,0.0002614095,0.0015023192,0.0001014036],"about_ca_topic_score_codex":0.0017557825,"about_ca_topic_score_gemma":0.0043001985,"teacher_disagreement_score":0.0017557825,"about_ca_system_score_codex":0.00016440792,"about_ca_system_score_gemma":0.00010569501,"threshold_uncertainty_score":0.0046224594},"labels":[],"label_agreement":null},{"id":"W2332800612","doi":"10.1061/41130(369)191","title":"Wind Load Provisions and Steel Specifications for Russia","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering; State (computer science); Wind engineering; Architectural engineering; Civil engineering; Computer science; Programming language","score_opus":0.01659304629838533,"score_gpt":0.24361409903921769,"score_spread":0.22702105274083234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332800612","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42342958,0.000956907,0.05613904,0.001227328,0.00030573545,0.00032124418,0.01138003,0.0020119364,0.5042282],"genre_scores_gemma":[0.85819805,0.00069210376,0.029661983,0.00029261253,0.00003971805,0.0003210837,0.0128222555,0.00047363533,0.097498596],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99782336,0.00036122117,0.00032975443,0.00016523935,0.0010827328,0.00023774119],"domain_scores_gemma":[0.99906737,0.0001483948,0.00012590452,0.00012356097,0.0005020529,0.00003285713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012854236,0.00040746917,0.00020073965,0.0011014044,0.0010996913,0.0011892556,0.00080373086,0.0009950768,0.0052617653],"category_scores_gemma":[0.0017336484,0.00044939254,0.00036034998,0.00077864196,0.00040432863,0.00059391814,0.0007963713,0.0005427118,0.0023578608],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008483773,0.00031929577,0.042268608,0.0009377744,0.00004503758,0.001719682,0.010495864,0.16730802,0.092667915,0.3832434,0.08811447,0.21203157],"study_design_scores_gemma":[0.00010100454,0.00060973165,0.07007405,0.0003355007,0.000061767685,0.0009096409,0.0036949222,0.026771067,0.04121861,0.018268498,0.8377678,0.00018740325],"about_ca_topic_score_codex":0.049145345,"about_ca_topic_score_gemma":0.066901214,"teacher_disagreement_score":0.049145345,"about_ca_system_score_codex":0.0022121705,"about_ca_system_score_gemma":0.0034158244,"threshold_uncertainty_score":0.09771854},"labels":[],"label_agreement":null},{"id":"W2333636078","doi":"10.1061/41130(369)238","title":"Structural Glass Pavilion","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Analysis of Composite Materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Arup Group (Canada)","funders":"","keywords":"Pavilion; Roof; Materials science; Core (optical fiber); Structural engineering; Composite material; Engineering; Civil engineering","score_opus":0.006507053372801197,"score_gpt":0.21985748009375738,"score_spread":0.2133504267209562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333636078","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1510598,0.00091466005,0.055142753,0.0009787602,0.0014704824,0.00076214655,0.004626977,0.009029639,0.7760148],"genre_scores_gemma":[0.25952452,0.00051576755,0.026310503,0.00016983126,0.000101284735,0.00019820551,0.0025161458,0.0006013753,0.7100623],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99965775,0.000020323458,0.0000057478333,0.000054734937,0.00018921329,0.00007227121],"domain_scores_gemma":[0.99980503,0.000018225031,0.0000060788034,0.000028596194,0.00008841837,0.00005362298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025060168,0.0006924598,0.00026742902,0.000992956,0.0014288764,0.00071234314,0.00056934514,0.00045805585,0.13431025],"category_scores_gemma":[0.00028361825,0.000405225,0.00030830427,0.00042497794,0.0002938826,0.0004445969,0.0011561045,0.0008453159,0.017712083],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006149607,0.00034094436,0.0050163562,0.00042581445,0.000029794088,0.0021876146,0.0010774087,0.0074112304,0.14438958,0.07377253,0.24109057,0.5236432],"study_design_scores_gemma":[0.000045524896,0.0004848983,0.0063703647,0.000051467792,0.000021612192,0.0009727003,0.0002754837,0.006850717,0.025573762,0.0013091267,0.9580084,0.000035998222],"about_ca_topic_score_codex":0.00775931,"about_ca_topic_score_gemma":0.026338644,"teacher_disagreement_score":0.13431025,"about_ca_system_score_codex":0.00095565,"about_ca_system_score_gemma":0.0014651589,"threshold_uncertainty_score":0.4493125},"labels":[],"label_agreement":null},{"id":"W2334007339","doi":"10.1061/41130(369)110","title":"Wind Induced Fatigue of Metal Roof Cladding during Severe Tropical Cyclones","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Cladding (metalworking); Structural engineering; Wind speed; Wind engineering; Environmental science; Cyclone (programming language); Roof; Geology; Engineering; Materials science","score_opus":0.01326522974407371,"score_gpt":0.24168282903944258,"score_spread":0.22841759929536887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334007339","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991554,0.00001799343,0.00017406543,0.0000035874468,0.0000021957478,0.0000052089977,0.000064302265,0.000007886955,0.0005694638],"genre_scores_gemma":[0.9993303,0.000022038896,0.00016030297,0.0000034702964,0.0000011775714,0.000004002432,0.00009480218,0.000002445238,0.00038159324],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999187,0.000007950349,0.000004462571,0.000015171851,0.0000335204,0.000020215779],"domain_scores_gemma":[0.9998754,0.000020745743,0.000029500186,0.000010929528,0.000043365402,0.000020055124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014075969,0.00016665708,0.00013508252,0.00031943375,0.00035592623,0.00016159017,0.00015962978,0.00019556092,0.00089771143],"category_scores_gemma":[0.00022549504,0.0001281842,0.0001066421,0.00014338792,0.00024384145,0.00008629672,0.00017059797,0.00015654977,0.00016575864],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014384683,0.00020287445,0.19719559,0.00018199254,0.000041689367,0.0021670053,0.0013306856,0.014233034,0.7384803,0.00017118693,0.0012641306,0.043292925],"study_design_scores_gemma":[0.000014311255,0.0010407784,0.901114,0.000030413852,0.000017904942,0.00042958854,0.000653943,0.01781911,0.07771944,0.000051454303,0.0010925226,0.000016532698],"about_ca_topic_score_codex":0.004996324,"about_ca_topic_score_gemma":0.014575269,"teacher_disagreement_score":0.004996324,"about_ca_system_score_codex":0.00019086756,"about_ca_system_score_gemma":0.000121288,"threshold_uncertainty_score":0.009934485},"labels":[],"label_agreement":null},{"id":"W2335406383","doi":"10.1061/41130(369)312","title":"Phase and Amplitude Error Indices (PAEI) to Assess the Success of Displacement Based Real-Time Testing","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Hydraulic and Pneumatic Systems","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Computer science; Amplitude; Displacement (psychology); Invariant (physics); Algorithm; Phase (matter); Control theory (sociology); Mathematics; Control (management); Artificial intelligence","score_opus":0.027580719575172358,"score_gpt":0.2960817056311092,"score_spread":0.26850098605593686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335406383","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09743179,0.0011696348,0.8908884,0.00010194912,0.00023158136,0.00028963108,0.0004789912,0.0016318954,0.0077761845],"genre_scores_gemma":[0.6251003,0.0005258706,0.36983755,0.00009442198,0.000106215964,0.0003571811,0.0007238321,0.000383123,0.002871464],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99075437,0.0020266925,0.0013414617,0.00066762156,0.0049596447,0.00025021503],"domain_scores_gemma":[0.941346,0.034792557,0.0073762047,0.006051799,0.009991661,0.00044174513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00891512,0.0014852965,0.00087807,0.006127888,0.00035737053,0.0013041918,0.0014248183,0.0014424942,0.0025560474],"category_scores_gemma":[0.045720924,0.00029497175,0.000490068,0.0029218434,0.0010711311,0.0031195693,0.0013783894,0.001072603,0.0011917391],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012198557,0.00084185094,0.069299646,0.0011604122,0.00034953584,0.00042057777,0.0007931494,0.13501182,0.07750208,0.01691177,0.0029106564,0.69357866],"study_design_scores_gemma":[0.00011525898,0.0023397978,0.08271583,0.00027697117,0.0002348858,0.0025374128,0.0004929424,0.6635225,0.22834934,0.008617081,0.010327803,0.00047019674],"about_ca_topic_score_codex":0.00045173286,"about_ca_topic_score_gemma":0.0005539303,"teacher_disagreement_score":0.00891512,"about_ca_system_score_codex":0.00035164205,"about_ca_system_score_gemma":0.00040522346,"threshold_uncertainty_score":0.047148287},"labels":[],"label_agreement":null},{"id":"W2335428818","doi":"10.1061/41130(369)225","title":"Design of Anchor Reinforcement in Concrete Pedestals","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"ExxonMobil (Canada)","funders":"","keywords":"Reinforcement; Structural engineering; Tension (geology); Reinforced concrete; Shear (geology); Ultimate tensile strength; Engineering; Computer science; Materials science; Composite material","score_opus":0.01415174074544719,"score_gpt":0.2414865639593016,"score_spread":0.2273348232138544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335428818","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43722376,0.00026358978,0.5222542,0.000115294184,0.000080444035,0.00038673906,0.00022030938,0.0011169566,0.03833864],"genre_scores_gemma":[0.8831668,0.000117515745,0.11047272,0.0000132150135,0.00001134157,0.000101887694,0.00009458807,0.00007923467,0.005942581],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995585,0.000072541945,0.000025022653,0.000057024423,0.00021306123,0.00007378875],"domain_scores_gemma":[0.99960846,0.000049773662,0.00008283906,0.000051491304,0.00013835674,0.000069132235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029090152,0.0004987084,0.00029828618,0.00037755386,0.0003014926,0.00042586567,0.00079750054,0.00040258997,0.002229326],"category_scores_gemma":[0.00077889167,0.00034847384,0.00024586925,0.000120523844,0.00035515815,0.0002647674,0.0007605449,0.00034682715,0.00096941524],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00059788034,0.00011863342,0.0042913435,0.00065627316,0.000032959586,0.0014338316,0.00033747556,0.21688132,0.65117323,0.017069664,0.001798124,0.10560922],"study_design_scores_gemma":[0.00010560813,0.0016668251,0.01391512,0.00014280318,0.00006333149,0.0020816028,0.00036488177,0.5022114,0.4329445,0.0044717593,0.041941263,0.00009085385],"about_ca_topic_score_codex":0.0009661885,"about_ca_topic_score_gemma":0.0016930414,"teacher_disagreement_score":0.002229326,"about_ca_system_score_codex":0.0003389481,"about_ca_system_score_gemma":0.0006988305,"threshold_uncertainty_score":0.0074578524},"labels":[],"label_agreement":null}]}