{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":17,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":17,"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","author_layer_release":"2026-06-26"},"query_hash":"f1fe0efe80e9","filters":{"venue":"Structures Congress 2009"}},"results":[{"id":"W2321983789","doi":"10.1061/41031(341)113","title":"Simplified Dynamic Analysis Methods for Guyed Telecommunication Masts under Seismic Excitation","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Vibration and Dynamic 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":"McGill University","funders":"","keywords":"Seismic analysis; Nonlinear system; Finite element method; Earthquake engineering; Mast (botany); Structural engineering; Engineering; Vulnerability assessment; Seismic hazard; Computer science; Incremental Dynamic Analysis; Civil engineering","authors":[{"name":"S. Ali Ghafari Oskoei","is_ca":true},{"name":"Ghyslaine McClure","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01209667813014514,"gpt":0.3250094065181662,"spread":0.312912728388021,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001828944,0.0002197418,0.0003492382,0.0004500828,0.0001320667,0.0000956237,0.0002604371,0.0001507788,0.0001140499],"category_scores_gemma":[0.00004436033,0.0002161755,0.0002398317,0.0007930952,0.00003187227,0.000181104,0.00001223932,0.0001395705,0.000004495117],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009298821,"about_ca_system_score_gemma":0.00001649019,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006821041,"about_ca_topic_score_gemma":0.0000667373,"domain_scores_codex":[0.9989016,0.0001025749,0.0003776465,0.0002413371,0.0001223182,0.0002545348],"domain_scores_gemma":[0.9990651,0.0001276548,0.0001046585,0.0005097258,0.0001142137,0.00007865894],"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":[0.00001890586,0.00000920627,0.00003537305,0.00001499069,0.0006236507,2.956345e-7,0.0001323827,0.8905852,0.007078155,0.003454287,0.0003417936,0.09770578],"study_design_scores_gemma":[0.0003636943,0.00002604142,0.01809626,0.000003459805,0.0005075572,0.000001397576,0.0001031604,0.9322959,0.0006328847,0.04725678,0.0004913842,0.0002215463],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01605132,0.0004772012,0.9816223,0.0003404603,0.0001784183,0.0002469609,0.00004490048,0.0002815585,0.0007568724],"genre_scores_gemma":[0.9220899,0.00006988611,0.07644317,0.0003559747,0.00002817031,0.00001887818,0.000624584,0.00002216729,0.0003472211],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9060386,"threshold_uncertainty_score":0.8815383,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2129574667","doi":"10.1061/41031(341)176","title":"Shear Strength of Members without Transverse Reinforcement","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Toronto","funders":"","keywords":"Reinforcement; Structural engineering; Ductility (Earth science); Transverse plane; Reinforced concrete; Computer science; Bridge (graph theory); Shear (geology); Shear strength (soil); Engineering; Materials science; Geology; Composite material; Creep","authors":[{"name":"Evan C. Bentz","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00884005113437553,"gpt":0.2374758614115631,"spread":0.2286358102771875,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00004610732,0.0003523169,0.0004132471,0.0001608212,0.00005067032,0.00003359268,0.0003149296,0.0001655567,0.0007728583],"category_scores_gemma":[0.0000148288,0.0003223926,0.0001560778,0.0001916513,0.0001051669,0.0002211991,0.00001387375,0.0002651068,0.000006826997],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006059896,"about_ca_system_score_gemma":0.0000253315,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002429028,"about_ca_topic_score_gemma":0.000002306129,"domain_scores_codex":[0.998443,0.00001531602,0.0004603587,0.0002251969,0.0004136594,0.0004424593],"domain_scores_gemma":[0.9991919,0.0000210068,0.00008811755,0.0004608893,0.00007208993,0.0001660377],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004302599,0.000003949966,0.0008216491,0.0003188725,0.0004968379,0.000107002,0.001973237,0.4631193,0.2882858,0.02457758,0.00688329,0.2129822],"study_design_scores_gemma":[0.003784944,0.0006339324,0.01560745,0.0001619044,0.0002929586,0.00008872643,0.0003381713,0.02488798,0.9407414,0.002603438,0.00931129,0.001547834],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9744369,0.0004700242,0.0003870464,0.00003758404,0.00109205,0.0004423741,0.00006370098,0.0004900384,0.0225803],"genre_scores_gemma":[0.9973876,0.00006162697,0.001928659,0.00005014375,0.00007755648,0.000004184896,0.00002492595,0.00003169233,0.0004336264],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6524556,"threshold_uncertainty_score":0.9999228,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2314570597","doi":"10.1061/41031(341)240","title":"Service Life Prediction for Weathering Steel Highway Structures","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Concrete Corrosion and Durability","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":"University of Waterloo","funders":"","keywords":"Corrosion; Girder; Service life; Structural engineering; Slab; Geotechnical engineering; Environmental science; Weathering steel; Creep; Splash; Materials science; Engineering; Metallurgy; Composite material","authors":[{"name":"Neal R. Damgaard","is_ca":true},{"name":"Scott Walbridge","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01301932660386461,"gpt":0.2291874540661071,"spread":0.2161681274622425,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009250871,0.000317037,0.0003102281,0.00009606899,0.0001449708,0.0001059376,0.0002806061,0.0002069948,0.0002434959],"category_scores_gemma":[0.00008729087,0.0002880042,0.0001160773,0.0001914769,0.00003156577,0.0001907143,0.00002410686,0.0002280038,0.000006121112],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006042758,"about_ca_system_score_gemma":0.00003297008,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009439351,"about_ca_topic_score_gemma":0.00002826372,"domain_scores_codex":[0.9986328,0.00002597889,0.0003627572,0.0003441789,0.0002275218,0.0004067002],"domain_scores_gemma":[0.9990615,0.00006846176,0.00005824675,0.0004541524,0.0001407017,0.000216936],"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":[0.000969943,0.00004907657,0.002889799,0.001204463,0.0002980399,0.00002138276,0.002951368,0.1303942,0.4952241,0.03045939,0.08216663,0.2533717],"study_design_scores_gemma":[0.007292822,0.0008092838,0.4125612,0.0002154148,0.0002944697,0.00008528014,0.001047549,0.2219749,0.09274845,0.08216627,0.1779167,0.002887638],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9851393,0.001609131,0.003925053,0.000522671,0.003804435,0.0008911156,0.0004786461,0.001557338,0.002072319],"genre_scores_gemma":[0.997431,0.00002880305,0.001147785,0.0006713726,0.0004538549,0.00002222563,0.00005772148,0.00003916105,0.0001480465],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4096714,"threshold_uncertainty_score":0.9999572,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2144729486","doi":"10.1061/41031(341)239","title":"Fatigue Analysis of Peened Bridge Welds under Realistic Service Loading Conditions Including Periodic Overload Events","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Fatigue and fracture mechanics","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","funders":"","keywords":"Peening; Structural engineering; Welding; Hammer; Girder; Residual stress; Shot peening; Materials science; Fatigue limit; Engineering; Composite material","authors":[{"name":"Scott Walbridge","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03311941602838842,"gpt":0.2967292904797652,"spread":0.2636098744513768,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009295086,0.0003153316,0.0005499003,0.0004942949,0.0001626924,0.00004849572,0.0003080418,0.0002074655,0.0003169069],"category_scores_gemma":[0.00004350947,0.0003159274,0.0001934228,0.001165603,0.00003151153,0.0001887598,0.00003244901,0.0002783795,0.000004716268],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008942378,"about_ca_system_score_gemma":0.00002917528,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001439599,"about_ca_topic_score_gemma":0.0002835794,"domain_scores_codex":[0.9984856,0.00004555357,0.0004575421,0.0002860297,0.0003439769,0.0003812554],"domain_scores_gemma":[0.9990484,0.00007747386,0.0001454747,0.0004528138,0.0001439265,0.0001319839],"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":[0.00006502071,0.00006303452,0.002804828,0.0002898916,0.003185892,0.00004719855,0.002003634,0.8982238,0.04734434,0.03745042,0.003672242,0.004849732],"study_design_scores_gemma":[0.002140724,0.0002286204,0.6612563,0.0003845054,0.004371699,0.00003510635,0.0005083702,0.247532,0.024779,0.05605784,0.0008341412,0.001871714],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9751235,0.0009626211,0.01885095,0.0002554594,0.001032731,0.0003195448,0.0008130348,0.0003512493,0.002290952],"genre_scores_gemma":[0.9986635,0.00006055559,0.0002584706,0.0004338293,0.00008117801,0.000004856182,0.0004278178,0.00002873521,0.00004109451],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6584515,"threshold_uncertainty_score":0.9999293,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2333705747","doi":"10.1061/41031(341)87","title":"Seismic Performance of Conventional Construction Braced Steel Frames Designed According to Canadian Seismic Provisions","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Seismic Performance and 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":"Polytechnique Montréal","funders":"","keywords":"Brace; Structural engineering; Deformation (meteorology); Seismic analysis; Low-rise; Engineering; Connection (principal bundle); Failure mode and effects analysis; Bracing; Seismic loading; Geotechnical engineering; Geology","authors":[{"name":"Robert Tremblay","is_ca":true},{"name":"Pierre Xavier Castonguay","is_ca":true},{"name":"Kim Guilini-Charette","is_ca":true},{"name":"Sanda Koboevic","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006673887251660002,"gpt":0.2198811925675309,"spread":0.2132073053158708,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009226703,0.00026651,0.0003580808,0.0005474481,0.0001776065,0.0000581944,0.0002826678,0.0001531885,0.0001563772],"category_scores_gemma":[0.00002722487,0.0002638584,0.000117455,0.0005029292,0.00007038883,0.000324142,0.00001567417,0.0002553592,0.00002411207],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001395856,"about_ca_system_score_gemma":0.0001785076,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001775083,"about_ca_topic_score_gemma":0.0007833188,"domain_scores_codex":[0.9985768,0.00002207063,0.0004095209,0.0002599871,0.0002588916,0.0004727406],"domain_scores_gemma":[0.99919,0.00002567201,0.00008563838,0.0003012373,0.0001376146,0.0002598413],"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":[0.00006892619,0.00001354617,0.0137795,0.0000924572,0.0001923186,0.000009039877,0.0002787306,0.8351521,0.01981851,0.0007025757,0.004290796,0.1256015],"study_design_scores_gemma":[0.001340622,0.0003745727,0.08763578,0.0003225627,0.00018402,0.0001092639,0.0007295261,0.8409083,0.05771936,0.002195191,0.007367549,0.001113235],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9956072,0.0001936389,0.002076805,0.00022551,0.00059408,0.0002491114,0.00009013517,0.0001361344,0.0008273602],"genre_scores_gemma":[0.9972736,0.00006611996,0.001674159,0.0005828392,0.0001246854,0.000009223922,0.00005467905,0.00002342422,0.0001912171],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1244883,"threshold_uncertainty_score":0.9999813,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2333725184","doi":"10.1061/41031(341)121","title":"Realtime Damage Detection in Buildings Using Filter Based Radial Basis Function Network Mapping","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","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 Waterloo","funders":"University of Warwick","keywords":"Radial basis function; Computer science; Radial basis function network; Function (biology); Artificial neural network; Basis (linear algebra); Artificial intelligence; Filter (signal processing); Computer vision; Mathematics","authors":[{"name":"Michael Contreras","is_ca":true},{"name":"Satish Nagarajaiah","is_ca":true},{"name":"Sriram Narasimhan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01735039440004129,"gpt":0.2601804641567303,"spread":0.242830069756689,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001949798,0.0003239572,0.0003179034,0.0003588336,0.0001568737,0.00007624352,0.0001988864,0.0002834529,0.00006618195],"category_scores_gemma":[0.00003628616,0.0003423941,0.00007503491,0.0005676108,0.00003590021,0.0002687211,0.00001863372,0.0004912579,0.000002091723],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003507909,"about_ca_system_score_gemma":0.00002622383,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001282143,"about_ca_topic_score_gemma":0.00003528576,"domain_scores_codex":[0.99827,0.00007654389,0.0004396133,0.0003435892,0.000233292,0.0006369254],"domain_scores_gemma":[0.999325,0.0000602875,0.00009849086,0.0003441165,0.000050546,0.000121557],"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":[0.0003134155,0.00001003811,0.006428626,0.0002132794,0.00004050181,0.00005236008,0.0001827188,0.3830389,0.03550317,0.000315628,0.002270145,0.5716312],"study_design_scores_gemma":[0.001085703,0.0002047066,0.622696,0.0003617003,0.00003676731,0.00002972061,0.00002148011,0.3260722,0.03353273,0.01255761,0.002583203,0.0008182264],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9863442,0.0003326913,0.008705753,0.00004158526,0.002878662,0.0004114773,0.00001130519,0.0009620355,0.0003123597],"genre_scores_gemma":[0.9806859,0.00002065406,0.01793976,0.0001832486,0.001088739,0.00001145277,0.00001246911,0.00004670071,0.00001106944],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6162674,"threshold_uncertainty_score":0.9999028,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2314456525","doi":"10.1061/41031(341)231","title":"Wind Load Considerations for Existing Petrochemical Structures","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"ConocoPhillips (Canada)","funders":"","keywords":"Conservatism; Petrochemical; Foundation (evidence); Wind engineering; Engineering; Construction engineering; Architectural engineering; Computer science; Risk analysis (engineering); Civil engineering; Business","authors":[{"name":"Richard T. Gilbert","is_ca":true},{"name":"James Bailey","is_ca":true},{"name":"Norman Rennalls","is_ca":true},{"name":"Gregory B. Young","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02177000372847268,"gpt":0.2709975605198376,"spread":0.2492275567913649,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00007802798,0.0002413867,0.0002402461,0.00002607442,0.0004742054,0.00009096303,0.0001767951,0.0001016749,0.00129572],"category_scores_gemma":[0.0003966794,0.0001993395,0.0001001299,0.00009263802,0.0002438761,0.0001421344,0.00006890652,0.0001601846,0.00002113971],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008635563,"about_ca_system_score_gemma":0.00002444093,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001865221,"about_ca_topic_score_gemma":0.00003698192,"domain_scores_codex":[0.9985595,0.00002239902,0.000256824,0.0004133093,0.0003262818,0.0004216881],"domain_scores_gemma":[0.9993703,0.0001496026,0.00009478843,0.0002346012,0.00003546724,0.0001152907],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0002452925,0.0001367477,0.01612827,0.000056409,0.0001724527,0.00008767041,0.002724628,0.005907259,0.197459,0.06592541,0.6479375,0.06321942],"study_design_scores_gemma":[0.001998165,0.000345363,0.1537951,0.00003368867,0.00009392576,0.0001103792,0.0003359192,0.0005140839,0.04428998,0.7427224,0.05471123,0.001049722],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9502277,0.0006536951,0.0003540384,0.00317349,0.001071883,0.0007701666,0.0001762066,0.0002246356,0.04334817],"genre_scores_gemma":[0.9893457,0.000004576003,0.007795817,0.001136476,0.0003408961,0.000006386863,0.00001162561,0.00001270571,0.001345805],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.676797,"threshold_uncertainty_score":0.9996172,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2155967257","doi":"10.1061/41031(341)7","title":"Three-Dimensional Wind Correlation: Estimations from In Situ Measurements","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Hydro-Québec; Q & T Research; Université de Sherbrooke; Rowan Williams Davies & Irwin (Canada); Global Affairs Canada","funders":"Hydro-Québec","keywords":"Terrain; Tower; Meteorology; Wind speed; Wind direction; Bridge (graph theory); Wind engineering; Environmental science; Remote sensing; Geology; Engineering; Physics; Geography; Structural engineering","authors":[{"name":"Ferawati Gani","is_ca":true},{"name":"Louis-Philippe Parent","is_ca":true},{"name":"Frédéric Légeron","is_ca":true},{"name":"Stoyan Stoyanoff","is_ca":true},{"name":"Pierre Van Dyke","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01676224874613833,"gpt":0.236700831060693,"spread":0.2199385823145547,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003908226,0.0001959166,0.0002039763,0.0001755897,0.00005792993,0.00004975642,0.000128321,0.0001080167,0.0003538542],"category_scores_gemma":[0.00002859492,0.000188741,0.00005945865,0.000290335,0.000026651,0.0001792137,0.000007936622,0.000195128,0.00002397447],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008982317,"about_ca_system_score_gemma":0.00001763573,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005020215,"about_ca_topic_score_gemma":0.0002891395,"domain_scores_codex":[0.9990489,0.00001177506,0.0002764686,0.0001892047,0.0002717384,0.00020195],"domain_scores_gemma":[0.9995931,0.00003243352,0.00003496967,0.000212516,0.00004767355,0.00007926817],"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":[0.000006119948,0.000002941578,0.0008910287,0.00000284339,0.00003818062,0.000004705644,0.00004609459,0.9795354,0.005234639,0.0004151699,0.001159361,0.01266351],"study_design_scores_gemma":[0.0006697259,0.0000189551,0.3534277,0.00003826875,0.00003954105,0.00000557786,0.00001155349,0.6285758,0.003835803,0.01283431,0.0002099563,0.0003328055],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9365452,0.001629827,0.05437952,0.0002449737,0.001850734,0.0002902412,0.00007617837,0.0006756548,0.004307665],"genre_scores_gemma":[0.9948728,0.000002968774,0.004762968,0.00008476191,0.00009529394,0.000001964094,0.0001296715,0.00001447114,0.0000350772],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3525367,"threshold_uncertainty_score":0.7696635,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2312646747","doi":"10.1061/41031(341)269","title":"Wind Loading and Building Exposure: Are We Still on A, B, C?","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Concordia University; Rowan Williams Davies & Irwin (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Roof; Building code; Cladding (metalworking); Aerodynamics; Wind speed; Structural engineering; Terrain; Wind tunnel; Low-rise; Environmental science; Pressure coefficient; Wind direction; Building design; Boundary layer; Engineering; Meteorology; Civil engineering; Geography; Aerospace engineering","authors":[{"name":"Ted Stathopoulos","is_ca":true},{"name":"Kai Wang","is_ca":true},{"name":"Ioannis Zisis","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0115558061780662,"gpt":0.2379620880814494,"spread":0.2264062819033832,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006002005,0.0002092968,0.0001972235,0.00003857838,0.0002144263,0.00006450262,0.0001621589,0.00007074532,0.0003546011],"category_scores_gemma":[0.00003236642,0.0001644573,0.00003998958,0.0001114888,0.0001553022,0.0001395073,0.00008008123,0.0001614141,0.00002365122],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003865258,"about_ca_system_score_gemma":0.000002563423,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001050002,"about_ca_topic_score_gemma":0.00001122605,"domain_scores_codex":[0.9988816,0.00002573139,0.0001476059,0.0003669387,0.0002536409,0.0003244202],"domain_scores_gemma":[0.9995846,0.00003771053,0.00008023709,0.0001861476,0.000005736361,0.0001055684],"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":[0.0002530934,0.0001411607,0.2303333,0.00005408093,0.000112288,0.000344666,0.003043093,0.007118272,0.0662107,0.009684813,0.08360811,0.5990964],"study_design_scores_gemma":[0.0009750362,0.000420599,0.9117052,0.0001502045,0.00003029896,0.0000348474,0.0003222337,0.0001428742,0.01376378,0.02968479,0.04213545,0.000634663],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9916995,0.001001788,0.00001149048,0.001464797,0.0003264367,0.0001275008,0.00001593959,0.00005765717,0.005294846],"genre_scores_gemma":[0.9978641,0.0001242552,0.0003945937,0.0007827459,0.0001252729,0.000001076023,0.000001047541,0.000009664412,0.0006972246],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6813719,"threshold_uncertainty_score":0.6706374,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2335678987","doi":"10.1061/41031(341)79","title":"Wind Engineering Studies for Super-Tall Buildings","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Wind and Air Flow Studies","field":"Environmental Science","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":"Aerodynamics; Aeroelasticity; Wind engineering; Wind power; Modal; Architectural engineering; Computer science; Marine engineering; Engineering; Structural engineering; Civil engineering; Environmental science; Aerospace engineering; Electrical engineering","authors":[{"name":"Jiming Xie","is_ca":true},{"name":"Derek M. Kelly","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01197745829660503,"gpt":0.2506522464201603,"spread":0.2386747881235552,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006165291,0.0002194555,0.0002487209,0.00003353444,0.0002240659,0.00003696649,0.0002177471,0.00005902565,0.0001558815],"category_scores_gemma":[0.0001038132,0.0001744174,0.00008754941,0.0001094472,0.0001132101,0.0001649078,0.0000828416,0.00009569897,0.00001846815],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005440113,"about_ca_system_score_gemma":0.000003515607,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007792537,"about_ca_topic_score_gemma":0.000007440101,"domain_scores_codex":[0.9989139,0.000007624786,0.0001771416,0.0003190622,0.0001924365,0.0003898644],"domain_scores_gemma":[0.9996386,0.0000580653,0.00004428056,0.0001696172,0.00001667822,0.00007283068],"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":[0.0003075094,0.0001930059,0.02845386,0.0002304272,0.0007359654,0.0001172623,0.00904507,0.06395299,0.2339676,0.02231069,0.4000806,0.240605],"study_design_scores_gemma":[0.003653405,0.001236787,0.378543,0.0001970877,0.0002134644,0.00006988208,0.001451198,0.001895881,0.05417105,0.0532883,0.5028356,0.002444339],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9941787,0.001800744,0.0001394636,0.0009825105,0.0007433372,0.0003370226,0.00003172654,0.0001199821,0.00166657],"genre_scores_gemma":[0.9944898,0.00007200246,0.003526736,0.0005269155,0.0002495429,0.000007660841,0.000004070431,0.00001430653,0.001108959],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3500892,"threshold_uncertainty_score":0.7112535,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2323267725","doi":"10.1061/41031(341)65","title":"Performance-Based Design for Motion Control of a Supertall Tower","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Vibration and Dynamic 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 Guelph; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tower; Design process; Engineering design process; Iterative design; Motion control; Process (computing); Scheme (mathematics); Computer science; Motion (physics); Engineering; Control engineering; Structural engineering; Mechanical engineering; Work in process; Mathematics; Artificial intelligence; Robot","authors":[{"name":"Scott Gamble","is_ca":true},{"name":"Jamieson K. Robinson","is_ca":true},{"name":"Andrew Smith","is_ca":true},{"name":"T. C. Haskett","is_ca":true},{"name":"Joseph A. Burns","is_ca":true},{"name":"David McLean","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008499859947459755,"gpt":0.2087989823273645,"spread":0.2002991223799047,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000601728,0.0001200311,0.0001915139,0.000100039,0.00003609237,0.00001720475,0.00009143236,0.00007502516,0.0001557916],"category_scores_gemma":[0.00001860622,0.0001045155,0.00008754859,0.00009394115,0.00002228997,0.00009118079,0.000001375167,0.00005058845,0.000001258858],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001842782,"about_ca_system_score_gemma":0.00001520158,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001310009,"about_ca_topic_score_gemma":0.00000215836,"domain_scores_codex":[0.9994276,0.00001377878,0.0001965597,0.0001031809,0.0001072762,0.0001516262],"domain_scores_gemma":[0.9996698,0.00003292081,0.00003602253,0.0001452172,0.00007393392,0.00004207997],"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":[0.00007804013,0.000008671896,0.0003416395,0.00002610461,0.00004365549,5.137821e-7,0.00003891719,0.9729795,0.004879155,0.0004311606,0.0007820309,0.02039061],"study_design_scores_gemma":[0.001026635,0.0001149044,0.003761941,0.00001005832,0.00004883416,8.813001e-7,0.000008521779,0.9839259,0.01017185,0.0006180304,0.0001917973,0.00012066],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07280213,0.000167525,0.925553,0.00006960847,0.0002020597,0.0002907543,0.00004051573,0.0001128081,0.0007615956],"genre_scores_gemma":[0.9960656,0.000009200246,0.003594782,0.0001447929,0.00004260551,0.000009067393,0.00003132382,0.00001050961,0.00009214262],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9232634,"threshold_uncertainty_score":0.4262017,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2326742412","doi":"10.1061/41031(341)316","title":"Wind Loads on Patio Covers","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Roof; Cover (algebra); Engineering; Architectural engineering; Forensic engineering; Civil engineering; Mechanical engineering","authors":[{"name":"Ioannis Zisis","is_ca":true},{"name":"Ted Stathopoulos","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00679579229525544,"gpt":0.2251370087102284,"spread":0.218341216414973,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00003999542,0.0001690325,0.0001484914,0.00002499696,0.0001737307,0.00003730231,0.0001909697,0.0000605304,0.001671416],"category_scores_gemma":[0.00002746924,0.0001304063,0.00005470141,0.0001126737,0.0001371421,0.0001089343,0.00004322193,0.0001179471,0.0003046406],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004940541,"about_ca_system_score_gemma":0.000004103265,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002820518,"about_ca_topic_score_gemma":0.00001337406,"domain_scores_codex":[0.9989952,0.00002185469,0.0001260523,0.0002832052,0.0002957939,0.0002779224],"domain_scores_gemma":[0.9996123,0.00002374544,0.0000523006,0.0002256837,0.000005588364,0.00008037199],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"observational","study_design_scores_codex":[0.0002962061,0.0001995221,0.08740111,0.000009121743,0.00008934098,0.0001678658,0.001425546,0.02682579,0.01417013,0.0100508,0.5673086,0.292056],"study_design_scores_gemma":[0.0008260362,0.0004816733,0.8826376,0.00002040246,0.00001973698,0.000006661857,0.00007735624,0.00008694206,0.008492659,0.01520987,0.09167584,0.0004651835],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8273966,0.00008161478,0.000005996102,0.0008404755,0.0005192895,0.0001534628,0.00003058033,0.00006810845,0.1709039],"genre_scores_gemma":[0.9926265,0.00001590279,0.00009639809,0.002484265,0.0001234199,9.88335e-7,0.000005715336,0.000006845476,0.004639916],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7952365,"threshold_uncertainty_score":0.9992412,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2335020527","doi":"10.1061/41031(341)245","title":"Changing the Home Building Paradigm of the Gulf South through Education","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":0,"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":"Storm; Product (mathematics); Architectural engineering; Frame (networking); Launched; Business; Building code; Engineering; Forensic engineering; Meteorology; Telecommunications; Geography","authors":[{"name":"Robert J. Taylor","is_ca":true},{"name":"Dennis L. Pitts","is_ca":true},{"name":"Jeffrey B. Stone","is_ca":true},{"name":"Sam Nelson","is_ca":true},{"name":"Paul Bove","is_ca":true},{"name":"W. David Franklin","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009827633753907323,"gpt":0.2379196555290102,"spread":0.2280920217751029,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006861163,0.0001586579,0.0001760329,0.00004158465,0.0001997385,0.00003257706,0.0003074589,0.00005400617,0.00001603672],"category_scores_gemma":[0.00003164216,0.00008989917,0.00009321708,0.0002613334,0.00009553867,0.00008700114,0.00003525956,0.0001607052,0.000001073537],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000281846,"about_ca_system_score_gemma":0.00002190912,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005748534,"about_ca_topic_score_gemma":0.00005997186,"domain_scores_codex":[0.999221,0.00002781044,0.0001910204,0.000131287,0.000171243,0.0002576547],"domain_scores_gemma":[0.9994569,0.0000430231,0.000058658,0.0003885856,0.00003257247,0.00002023179],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","study_design_scores_codex":[0.000109926,0.0001270121,0.07254799,0.0006031739,0.0008013077,0.000005094641,0.1087611,0.105656,0.009671708,0.3694064,0.0170595,0.3152508],"study_design_scores_gemma":[0.0005634457,0.00006339774,0.6715408,0.0001795826,0.0001300485,0.00001797241,0.00412462,0.0007604507,0.02007859,0.2899466,0.01198193,0.0006125622],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9892274,0.004848017,0.0004781108,0.0007633452,0.002028544,0.0002876414,0.0000262928,0.0001182728,0.002222365],"genre_scores_gemma":[0.9994026,0.00001888627,0.0001626094,0.00008507676,0.0002183862,0.000006633739,0.000001628488,0.00001172698,0.0000924581],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5989928,"threshold_uncertainty_score":0.3665982,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2326814384","doi":"10.1061/41031(341)171","title":"Building Consensus: Reorganization of the ACI 318 Building Code for Structural Concrete","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Construction Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Code (set theory); Computer science; Block (permutation group theory); Building code; Programming language; Work (physics); Architectural engineering; Engineering; Mathematics; Mechanical engineering; Set (abstract data type)","authors":[{"name":"Charles W. Dolan","is_ca":true},{"name":"Lisa R. Feldman","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006280778986721845,"gpt":0.2309377087644154,"spread":0.2246569297776936,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009197391,0.0002548695,0.0002978334,0.0001000033,0.0001553737,0.00004156457,0.0002938898,0.0001480734,0.0000323624],"category_scores_gemma":[0.0001630175,0.0002091314,0.00012283,0.0002940259,0.0001065497,0.00007581962,0.00002430354,0.0002130055,3.881679e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005854037,"about_ca_system_score_gemma":0.0000305322,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000270427,"about_ca_topic_score_gemma":0.000003324681,"domain_scores_codex":[0.9988354,0.00002641549,0.0004020149,0.0002193689,0.0001953804,0.0003214617],"domain_scores_gemma":[0.9992093,0.00009618921,0.0001122513,0.000353208,0.0001583316,0.00007067776],"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":[0.00008262598,0.00000136455,0.0009497653,0.0002288137,0.0001976635,0.000003471775,0.0003632258,0.2952475,0.5550022,0.1156305,0.003702554,0.02859038],"study_design_scores_gemma":[0.00298324,0.0001452865,0.02475052,0.0002837364,0.0002109624,0.0002988876,0.0001807589,0.2198638,0.6898061,0.04417703,0.0160133,0.001286404],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9767464,0.0008453673,0.01738191,0.0002020859,0.003209855,0.0004903447,0.0003645059,0.000452547,0.0003069479],"genre_scores_gemma":[0.9850016,0.00001572756,0.01462616,0.00005022043,0.0002034408,0.000003735176,0.00000935246,0.00003735184,0.00005240401],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.134804,"threshold_uncertainty_score":0.852813,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2318650340","doi":"10.1061/41031(341)279","title":"Design Synthesis and Analysis of a Solar Chimney at KAUST","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Solar Energy Systems and Technologies","field":"Engineering","cited_by":0,"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":"Pedestrian; Architectural engineering; Engineering; Natural ventilation; Civil engineering; Thermal comfort; CONTEST; Transport engineering; Meteorology; Ventilation (architecture); Geography; Mechanical engineering","authors":[{"name":"Meiring J. H. Beyers","is_ca":true},{"name":"Duncan Phillips","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01017036392506912,"gpt":0.2073737801957972,"spread":0.197203416270728,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006981266,0.0001688367,0.0003898445,0.000324952,0.00005187592,0.00002470607,0.0001544957,0.0001530107,0.00005739717],"category_scores_gemma":[0.00005208258,0.0001418978,0.00007844887,0.0003972285,0.00005892085,0.00005916282,0.00002444291,0.000083262,0.00000102578],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002274736,"about_ca_system_score_gemma":0.000004358195,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001552328,"about_ca_topic_score_gemma":0.00002110771,"domain_scores_codex":[0.999276,0.00002426447,0.0002095233,0.0001703858,0.0001237224,0.0001960648],"domain_scores_gemma":[0.9994953,0.00007440093,0.00005550947,0.0003032979,0.00002731757,0.00004411808],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001708646,0.00005254792,0.03086382,0.0002832334,0.009592609,0.0001366002,0.001005899,0.4260836,0.1831433,0.01916006,0.006802818,0.3227047],"study_design_scores_gemma":[0.0005964733,0.0001823873,0.3154644,0.00009711881,0.002018261,0.00004625476,0.0001785963,0.08757378,0.5840845,0.006529297,0.002221174,0.001007673],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9886914,0.004715453,0.00414237,0.0000395383,0.0002224264,0.000148723,0.00006075658,0.0005093399,0.001469996],"genre_scores_gemma":[0.9979246,0.0001664267,0.001789219,0.00001289762,0.00001688974,0.000005471932,0.000004929181,0.00001248014,0.00006703559],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4009413,"threshold_uncertainty_score":0.5786425,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2331893449","doi":"10.1061/41031(341)129","title":"Blind Identification of Civil Structures","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":0,"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":"Blind signal separation; Identification (biology); Independent component analysis; Context (archaeology); Computer science; Modal; Component (thermodynamics); Algorithm; Electronic engineering; Engineering; Artificial intelligence; Telecommunications; Physics","authors":[{"name":"Budhaditya Hazra","is_ca":true},{"name":"A. J. Roffel","is_ca":true},{"name":"Sriram Narasimhan","is_ca":true},{"name":"Mahesh D. Pandey","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01608649650244166,"gpt":0.2975145259516104,"spread":0.2814280294491687,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001016752,0.0002759231,0.0003235027,0.0002422926,0.00007603718,0.00004809855,0.0004208891,0.000176294,0.00009980231],"category_scores_gemma":[0.0000554446,0.0002569982,0.00008183255,0.0002878063,0.00010569,0.000181487,0.000021288,0.0002823051,0.000003559663],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006675016,"about_ca_system_score_gemma":0.00002305125,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001230435,"about_ca_topic_score_gemma":0.00001068345,"domain_scores_codex":[0.9983968,0.00003211187,0.000607633,0.0002575196,0.0003407473,0.0003651475],"domain_scores_gemma":[0.9990135,0.00003615416,0.000163329,0.0005444335,0.000130992,0.0001115873],"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":[0.0003274938,0.00003631424,0.00331802,0.0009069591,0.0002257649,0.00004814475,0.001370526,0.01814659,0.2141872,0.09124723,0.04353795,0.6266478],"study_design_scores_gemma":[0.0006145647,0.000137163,0.3672442,0.00005876266,0.00003833299,0.00004525527,0.00004316825,0.001455093,0.3598109,0.268191,0.001851121,0.0005104315],"study_design_candidate":"design_other","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9918742,0.001606496,0.0004476176,0.0001066241,0.002582218,0.0004406015,0.00007880608,0.0009814821,0.001882024],"genre_scores_gemma":[0.9975376,0.00008466942,0.001865892,0.00004298378,0.0003105864,0.000007437639,0.00002179507,0.00003177762,0.00009726768],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6261374,"threshold_uncertainty_score":0.9999882,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2152308749","doi":"10.1061/41031(341)63","title":"Enhancing the Structural Performance of a Slender Residential Tower Using Supplemental Damping System","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Guelph; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tower; Structural system; Structural engineering; Process (computing); Scheme (mathematics); Engineering; Design process; Computer science; Engineering design process; Mechanical engineering; Work in process; Mathematics","authors":[{"name":"Bujar Myslimaj","is_ca":true},{"name":"Jamieson Robinson","is_ca":true},{"name":"Andrew Smith","is_ca":true},{"name":"Stephen DeSimone","is_ca":true},{"name":"Christopher Cerino","is_ca":true},{"name":"Ashley Byrne","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007583690190063042,"gpt":0.2287860076739888,"spread":0.2212023174839258,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001241703,0.0003212856,0.0004017058,0.0001395724,0.0002710731,0.00009261267,0.0004832698,0.0001068658,0.0002277695],"category_scores_gemma":[0.00001258752,0.0002240574,0.0001766536,0.0002356806,0.0001002668,0.0003190898,0.00005430535,0.0002663259,0.000001281744],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001172593,"about_ca_system_score_gemma":0.00002410037,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008842734,"about_ca_topic_score_gemma":0.00001449768,"domain_scores_codex":[0.9982287,0.00003316929,0.0005877711,0.0002651871,0.000425363,0.0004597873],"domain_scores_gemma":[0.9992835,0.00003236509,0.000162309,0.0003658108,0.00008098911,0.00007503777],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002102104,0.000006419888,0.003150103,0.0004871731,0.0007651045,0.00004100661,0.001709018,0.5341316,0.4397205,0.005706666,0.002465051,0.01160706],"study_design_scores_gemma":[0.001402799,0.0001758035,0.03556356,0.0003828132,0.0004288269,0.0004603952,0.002374736,0.4689548,0.4870377,0.00158575,0.0004690742,0.001163706],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9970316,0.0007077065,0.0004209912,0.00004658054,0.001006205,0.0001902269,0.00003940073,0.0001406015,0.0004167331],"genre_scores_gemma":[0.9980299,0.00001553154,0.001497831,0.00006593466,0.0002916798,0.000001723371,0.00002094992,0.00002260697,0.00005384949],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0651769,"threshold_uncertainty_score":0.9136794,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}