{"meta":{"query_hash":"0ac617000f73","filters":{"venue":"Frontiers of Structural and Civil Engineering"},"cohort_total":30,"direct_labels_cover":0,"predictions_cover":30,"exported":30,"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/0ac617000f73","api":"https://metacan.xera.ac/api/v1/cohort?venue=Frontiers+of+Structural+and+Civil+Engineering"},"results":[{"id":"W1695923199","doi":"10.1007/s11709-015-0293-y","title":"Load-sharing mechanism in timber-steel hybrid shear wall systems","year":2015,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Division of Materials Research; National Science Foundation","keywords":"Shear wall; Infill; Structural engineering; Structural load; Stiffness; Parametric statistics; Shear (geology); Steel plate shear wall; Steel frame; Materials science; Engineering; Geotechnical engineering; Composite material","score_opus":0.006460600447535655,"score_gpt":0.16888095522527635,"score_spread":0.1624203547777407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1695923199","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98945093,0.005816804,0.0025589732,0.000018836781,0.0009827357,0.00012825454,0.0000142578465,0.00017375962,0.00085542304],"genre_scores_gemma":[0.9982586,0.00006940126,0.0013892688,0.0000052477026,0.00008708668,0.000008518554,0.000009897365,0.000030181536,0.00014181418],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879754,0.0000089962305,0.00035401402,0.00024150907,0.00025203472,0.0003459011],"domain_scores_gemma":[0.99953073,0.000010517394,0.00004180787,0.00018685647,0.000050522314,0.00017955946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013564031,0.00026472937,0.00044570243,0.00015774331,0.000025493804,0.000044839995,0.00019695837,0.00008106374,0.00001372652],"category_scores_gemma":[0.000021614482,0.00024356502,0.000071420916,0.00020383165,0.00002344961,0.0002634018,0.00006088577,0.00020914305,0.0000014942692],"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":[0.000022047752,0.0000013682721,0.0029370654,0.00033797848,0.00017280561,0.000030201598,0.000591792,0.98885477,0.0029141542,0.0025566157,0.0006900887,0.00089112134],"study_design_scores_gemma":[0.0004319107,0.000026874375,0.0016616285,0.00006547754,0.000035012938,0.00004052674,0.00024381807,0.9949266,0.00092844124,0.00051562156,0.00078941026,0.00033470645],"about_ca_topic_score_codex":0.00017022934,"about_ca_topic_score_gemma":0.000024216057,"teacher_disagreement_score":0.008807628,"about_ca_system_score_codex":0.00012585415,"about_ca_system_score_gemma":0.000013225909,"threshold_uncertainty_score":0.9932294},"labels":[],"label_agreement":null},{"id":"W1992132350","doi":"10.1007/s11709-014-0269-3","title":"Energy absorption potential of concrete floors containing secondary (shrinkage and temperature) reinforcements","year":2014,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"McMaster University","keywords":"Materials science; Reinforcement; Shrinkage; Composite material; Dissipation; Slab; Structural engineering; Types of concrete; Engineering; Compressive strength","score_opus":0.001624839679299517,"score_gpt":0.14969702934082404,"score_spread":0.14807218966152452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992132350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9916163,0.0016239329,0.005398624,0.000004556836,0.00092676945,0.000079856545,0.000021893422,0.00009270369,0.00023532574],"genre_scores_gemma":[0.9981536,0.000101143865,0.0015637842,0.000009185092,0.0000977986,0.000004462008,0.000022383285,0.00003023676,0.000017379496],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991926,0.000015321117,0.0003113369,0.00015059394,0.00012312003,0.00020703115],"domain_scores_gemma":[0.9996851,0.00002337884,0.000066678556,0.00011767511,0.000029769091,0.00007738796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011363133,0.0002089266,0.0003919145,0.00011521931,0.0000301601,0.000028150132,0.000080268575,0.00011034544,0.000019851781],"category_scores_gemma":[0.000019821573,0.00020350599,0.000042047934,0.000059307666,0.0000527826,0.0001950365,0.00004250366,0.00010327581,1.324274e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004594223,2.266762e-7,0.00025809638,0.0005240874,0.00015195493,0.0000025581182,0.00019623812,0.016117215,0.97592276,0.000804006,0.000211241,0.0057656793],"study_design_scores_gemma":[0.001940175,0.00030859179,0.01609964,0.0002341681,0.00009268328,0.000037999842,0.00012265753,0.73459846,0.24467501,0.00013854943,0.0011087573,0.00064328697],"about_ca_topic_score_codex":0.000034917073,"about_ca_topic_score_gemma":0.000002210292,"teacher_disagreement_score":0.7312477,"about_ca_system_score_codex":0.000016357797,"about_ca_system_score_gemma":0.000005217058,"threshold_uncertainty_score":0.8298733},"labels":[],"label_agreement":null},{"id":"W2049968332","doi":"10.1007/s11709-014-0253-y","title":"Ground movements due to deep excavations in Shanghai: Design charts","year":2014,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Excavation; Geotechnical engineering; Stiffness; Deformation (meteorology); Range (aeronautics); Engineering; Geology; Structural engineering","score_opus":0.004573424932554088,"score_gpt":0.16468947277906432,"score_spread":0.16011604784651023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049968332","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2543671,0.00059839676,0.7443958,0.000030309096,0.00026709744,0.00010320511,0.0000037839918,0.00016216184,0.00007213472],"genre_scores_gemma":[0.9860782,0.000022038954,0.013763863,0.000013735257,0.00004732541,0.000017586326,0.0000048852753,0.000025888829,0.000026487127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99920225,0.0000066247935,0.00024230634,0.00016072438,0.00012076732,0.00026730876],"domain_scores_gemma":[0.99968845,0.000024102324,0.000017087545,0.00013981633,0.000017557024,0.000113016846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010214875,0.00017968855,0.00028874498,0.00026941038,0.000023880366,0.000020273012,0.00012088932,0.0000692858,0.000008869387],"category_scores_gemma":[0.000043230626,0.00018077657,0.00004476885,0.00032538685,0.00001222738,0.000111559406,0.000029261519,0.00012737843,0.0000013409601],"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":[0.0000021030728,0.0000026827256,0.00023237402,0.000056890083,0.0000333382,0.000001602827,0.00013545835,0.9903244,0.004205373,0.00017788277,0.000115245515,0.0047126953],"study_design_scores_gemma":[0.00022795168,0.000027318794,0.02407819,0.000042989854,0.000012359011,0.000003205562,0.000036520196,0.97398806,0.00073352567,0.00026893977,0.00035488675,0.0002260824],"about_ca_topic_score_codex":0.000025615316,"about_ca_topic_score_gemma":0.000013959958,"teacher_disagreement_score":0.7317111,"about_ca_system_score_codex":0.000037266112,"about_ca_system_score_gemma":0.0000021096894,"threshold_uncertainty_score":0.7371855},"labels":[],"label_agreement":null},{"id":"W2098193641","doi":"10.1007/s11709-013-0207-9","title":"Inverse Gaussian process-based corrosion growth modeling and its application in the reliability analysis for energy pipelines","year":2013,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Markov chain Monte Carlo; Pipeline transport; Reliability (semiconductor); Parametric statistics; Bayesian inference; Monte Carlo method; Pipeline (software); Bayesian probability; Posterior probability; Inverse; Corrosion; Computer science; Reliability engineering; Engineering; Statistics; Mathematics; Materials science; Artificial intelligence; Metallurgy; Mechanical engineering","score_opus":0.005497229828159592,"score_gpt":0.19195007169556547,"score_spread":0.18645284186740588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2098193641","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8251468,0.0010196198,0.17328975,0.0001681394,0.000076679346,0.00022666667,0.000014194223,0.00004843327,0.000009749824],"genre_scores_gemma":[0.99764854,0.000090017944,0.0020796584,0.000020529767,0.00003248477,0.00008102455,0.000033588207,0.000011303414,0.0000028424795],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914503,0.000013101805,0.00030865663,0.00022272534,0.00012441502,0.00018605804],"domain_scores_gemma":[0.99960625,0.00005179797,0.000039931794,0.00013658372,0.00011029881,0.000055126133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011177032,0.0001811784,0.0003117528,0.00021424422,0.00005904611,0.00003058952,0.00013397686,0.00011231112,0.0000040739046],"category_scores_gemma":[0.00006293813,0.00012568322,0.00010130199,0.0005064843,0.000036536254,0.00022144913,0.000012513744,0.0001361117,7.6367016e-8],"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":[0.000009751439,0.0000030091726,0.0051414324,0.00029085748,0.00004758003,9.217816e-8,0.00028035959,0.9920032,0.0014864547,0.00018954703,0.000031083593,0.0005166074],"study_design_scores_gemma":[0.0001852988,0.000015093419,0.006271974,0.00001624611,0.0001448964,8.619005e-7,0.00035318043,0.9896498,0.001214574,0.0019804446,0.000010970092,0.00015665985],"about_ca_topic_score_codex":0.00036389794,"about_ca_topic_score_gemma":0.0002482295,"teacher_disagreement_score":0.17250177,"about_ca_system_score_codex":0.00002726418,"about_ca_system_score_gemma":0.000005709605,"threshold_uncertainty_score":0.5125213},"labels":[],"label_agreement":null},{"id":"W2317160002","doi":"10.1007/s11709-016-0340-3","title":"Performance assessment of innovative seismic resilient steel knee braced frame","year":2016,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Structural engineering; OpenSees; Braced frame; Truss; Finite element method; Engineering; Buckling; Incremental Dynamic Analysis; Dissipation; Structural system; Seismic loading; Earthquake simulation; Earthquake engineering; Seismic analysis; Frame (networking); Mechanical engineering","score_opus":0.003532382056586324,"score_gpt":0.18855849093164506,"score_spread":0.18502610887505874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2317160002","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98179996,0.00062571384,0.016801551,0.00002912173,0.0002949068,0.00006551787,0.000020452964,0.00006458693,0.00029818638],"genre_scores_gemma":[0.9971273,0.0002532643,0.002467558,0.00000919357,0.00004070379,0.0000057419084,0.0000041251915,0.000018241302,0.000073897834],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991653,0.0000039801353,0.0003094579,0.00013689356,0.00016534484,0.00021902581],"domain_scores_gemma":[0.99964875,0.000017108154,0.000065622786,0.00015500198,0.000064700704,0.000048818507],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006508762,0.00017499662,0.00031921337,0.00019242427,0.000024889105,0.0000063129937,0.0001072067,0.00006355484,0.000016525066],"category_scores_gemma":[0.00000908765,0.00012518693,0.000048920767,0.00030288156,0.000052326533,0.00026432288,0.000033557026,0.000104278064,4.2456693e-7],"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":[0.00003111023,0.000010393961,0.17127046,0.00066364824,0.00064540445,0.0000022862293,0.0006258015,0.50693303,0.25735155,0.00025147368,0.0017592479,0.060455583],"study_design_scores_gemma":[0.00044537932,0.00006681949,0.2504085,0.0001517618,0.000024105428,0.000003521891,0.00010188948,0.7306119,0.017489621,0.000025006144,0.0004517114,0.00021977768],"about_ca_topic_score_codex":0.000005896534,"about_ca_topic_score_gemma":0.0000012458476,"teacher_disagreement_score":0.23986192,"about_ca_system_score_codex":0.000054849716,"about_ca_system_score_gemma":0.000013844541,"threshold_uncertainty_score":0.51049745},"labels":[],"label_agreement":null},{"id":"W2553652079","doi":"10.1007/s11709-016-0364-8","title":"3D finite element analysis of composite noise barrier constructed of polyurethane products","year":2016,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Cellular and Composite Structures","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Materials science; Finite element method; Composite number; Composite material; Parametric statistics; Structural engineering; Polyurea; Flexural strength; Polyurethane; Noise (video); Computer simulation; Numerical analysis; Engineering; Computer science; Simulation","score_opus":0.002448754541347008,"score_gpt":0.15790269773480292,"score_spread":0.1554539431934559,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2553652079","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9763156,0.003802758,0.018991522,0.000013146377,0.00038762155,0.00011428142,0.00022307993,0.00005793785,0.0000940302],"genre_scores_gemma":[0.9939458,0.00009907173,0.005860105,0.0000019233032,0.00003134258,0.000002086159,0.000024150038,0.000020100379,0.000015433956],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989367,0.000010476018,0.00044257936,0.00018497357,0.00020097928,0.0002242685],"domain_scores_gemma":[0.9994492,0.00003490201,0.000103836115,0.00023822073,0.00009221695,0.00008161031],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000049363283,0.00022362938,0.00058265286,0.0003929923,0.000019019932,0.000006423114,0.00014558756,0.00007185977,0.000054136002],"category_scores_gemma":[0.000020414662,0.00016853558,0.00012750985,0.00048291017,0.000110014415,0.0000972177,0.000043518856,0.00007718698,9.096548e-8],"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":[0.00004616592,0.0000034568734,0.022190792,0.0002885415,0.0016288096,0.0000017916092,0.00026425938,0.07949558,0.8912753,0.00015861342,0.000068935966,0.0045777555],"study_design_scores_gemma":[0.000996213,0.000082275954,0.13762188,0.0001306777,0.0010415968,0.000009354091,0.000074063224,0.1832785,0.6759814,0.00008891308,0.00022047415,0.00047463173],"about_ca_topic_score_codex":0.000021298263,"about_ca_topic_score_gemma":0.000007855796,"teacher_disagreement_score":0.21529387,"about_ca_system_score_codex":0.000021299715,"about_ca_system_score_gemma":0.0000097109405,"threshold_uncertainty_score":0.6872682},"labels":[],"label_agreement":null},{"id":"W2606181306","doi":"10.1007/s11709-017-0391-0","title":"Application of a vertex chain operation algorithm on topological analysis of three-dimensional fractured rock masses","year":2017,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Rock mass classification; Classification of discontinuities; Tracing; Algorithm; Vertex (graph theory); Polygon (computer graphics); Robustness (evolution); Computer science; Block (permutation group theory); Topology (electrical circuits); Geology; Engineering; Theoretical computer science; Geometry; Graph; Mathematics; Geotechnical engineering","score_opus":0.006266728114040409,"score_gpt":0.2005726509570808,"score_spread":0.19430592284304038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2606181306","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5202765,0.0006327452,0.47879848,0.000010690612,0.0001650841,0.0000625427,0.000022906677,0.000018105491,0.000012938965],"genre_scores_gemma":[0.98954207,0.000027637696,0.0103724245,0.0000021883739,0.000022082504,0.000004400383,0.00001767903,0.000009154526,0.0000023819237],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942726,0.0000026947223,0.00021562478,0.00012272471,0.00012969448,0.000101989564],"domain_scores_gemma":[0.9996476,0.0000120727345,0.0000823482,0.00018289055,0.000039533967,0.000035561316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000048462665,0.00011543267,0.00030893323,0.00013331563,0.000054068,0.000009842233,0.00011332889,0.00007866518,0.000005761024],"category_scores_gemma":[0.000016407606,0.0000984807,0.00007463333,0.00006353336,0.000010897265,0.00008587747,0.00002997559,0.00007636332,6.304068e-8],"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":[0.000008733135,0.000003537573,0.0006112536,0.000035027584,0.00025538675,2.7817947e-7,0.000050606057,0.9660697,0.02450335,0.00051094417,0.000015524505,0.007935663],"study_design_scores_gemma":[0.00015007646,0.000033657037,0.017692141,0.000015849699,0.00010644705,4.9573924e-7,0.000012213495,0.9680458,0.013567465,0.00026515214,0.00001670126,0.00009401551],"about_ca_topic_score_codex":0.000054611515,"about_ca_topic_score_gemma":0.000025381552,"teacher_disagreement_score":0.46926552,"about_ca_system_score_codex":0.000014022607,"about_ca_system_score_gemma":0.00000387647,"threshold_uncertainty_score":0.4015926},"labels":[],"label_agreement":null},{"id":"W2607659744","doi":"10.1007/s11709-017-0390-1","title":"Confined masonry as practical seismic construction alternative–the experience from the 2014 Cephalonia Earthquake","year":2017,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Masonry; Unreinforced masonry building; Geology; Forensic engineering; Engineering; Structural engineering; Seismology; Geotechnical engineering","score_opus":0.00665635239045743,"score_gpt":0.2101945762593055,"score_spread":0.20353822386884807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2607659744","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9913337,0.0013043919,0.004798361,0.00065512647,0.001212484,0.00012435079,0.00003956194,0.000076275326,0.00045571374],"genre_scores_gemma":[0.9977319,0.00022906627,0.0016338245,0.000036402187,0.0002750841,0.000010339175,0.000009585246,0.00001790749,0.00005584617],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902743,0.000022364504,0.00025222436,0.00022631267,0.00021458608,0.0002570822],"domain_scores_gemma":[0.99921805,0.000089202345,0.00012411048,0.00044041718,0.000042167932,0.00008608504],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000074734,0.00024572012,0.00028615355,0.00002965215,0.0003836426,0.0001724131,0.00040128923,0.00008099718,0.0001483966],"category_scores_gemma":[0.00009526823,0.00015263153,0.00010050487,0.00005242469,0.00033124338,0.00038479327,0.00008706309,0.00029547856,0.0000033809263],"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":[0.0006605067,0.000014989588,0.15846543,0.00047742596,0.0063812425,0.00020564641,0.023756785,0.48975146,0.053205885,0.044604395,0.027929321,0.1945469],"study_design_scores_gemma":[0.00060906773,0.000040733157,0.1259058,0.00005385323,0.00018058384,0.00011763217,0.0016583918,0.85491246,0.0046947137,0.0019012118,0.009400951,0.00052462914],"about_ca_topic_score_codex":0.00046562558,"about_ca_topic_score_gemma":0.0000506128,"teacher_disagreement_score":0.36516097,"about_ca_system_score_codex":0.000017707509,"about_ca_system_score_gemma":0.000011272173,"threshold_uncertainty_score":0.62241334},"labels":[],"label_agreement":null},{"id":"W2982276709","doi":"10.1007/s11709-019-0580-0","title":"Investigation on modeling parameters of concrete beams reinforced with basalt FRP bars","year":2019,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Fibre-reinforced plastic; Materials science; Structural engineering; Finite element method; Bending; Reinforcement; Corrosion; Basalt fiber; Shear (geology); Flexural strength; Composite material; Fiber; Engineering","score_opus":0.007893423099273754,"score_gpt":0.16636527681832056,"score_spread":0.1584718537190468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2982276709","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9859947,0.00028690856,0.012715612,0.0000064745896,0.00042479864,0.000241987,0.000015269083,0.00013528221,0.00017895081],"genre_scores_gemma":[0.9666337,0.000026517462,0.033218153,0.000009512464,0.000017678802,0.0000058839337,0.000020034302,0.000042768934,0.000025779726],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989091,0.0000053886383,0.000352986,0.00019740195,0.00025912508,0.00027596083],"domain_scores_gemma":[0.99948955,0.00002796615,0.00008206354,0.00023188548,0.000052938558,0.00011560818],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00004761113,0.0002868098,0.00042327444,0.00017634725,0.000021450684,0.000017132204,0.00015080205,0.00011156179,0.000011343234],"category_scores_gemma":[0.000014209741,0.00024621552,0.00006934733,0.0001668011,0.0000587708,0.0002828959,0.000023195287,0.00021455903,7.874478e-7],"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":[0.000033188633,1.7522204e-8,0.00056110707,0.00015797355,0.00007042228,9.406808e-7,0.00022478578,0.97424495,0.024044117,0.00020985003,0.00001634603,0.0004363267],"study_design_scores_gemma":[0.00060463976,0.00016690577,0.0010847298,0.00016466505,0.000040756062,0.000009285146,0.00013100819,0.9032741,0.094169304,0.000032224118,0.000007352256,0.00031498805],"about_ca_topic_score_codex":0.000038246457,"about_ca_topic_score_gemma":1.7957856e-7,"teacher_disagreement_score":0.07097078,"about_ca_system_score_codex":0.000045410146,"about_ca_system_score_gemma":0.000012999561,"threshold_uncertainty_score":0.999999},"labels":[],"label_agreement":null},{"id":"W3094326132","doi":"10.1007/s11709-020-0657-9","title":"Stability analysis of slopes with planar failure using variational calculus and numerical methods","year":2020,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Planar; Nonlinear system; Plane (geometry); Instability; Surface (topology); Mathematics; Transversality; Calculus of variations; Stress (linguistics); Geometry; Mathematical analysis; Stability (learning theory); Mechanics; Computer science; Physics","score_opus":0.007718937459295196,"score_gpt":0.20134053615306965,"score_spread":0.19362159869377446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094326132","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20541772,0.00092975947,0.7934392,0.0000377601,0.000028980898,0.000037675356,0.000032346084,0.00007069817,0.000005834259],"genre_scores_gemma":[0.8105726,0.00001126219,0.18937273,0.0000036142128,0.000016419483,0.0000012775765,0.000009231198,0.0000124160415,4.162898e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992537,0.000010344604,0.00025934924,0.00018158178,0.00013757468,0.00015743726],"domain_scores_gemma":[0.999661,0.000035939505,0.00004234295,0.000095673975,0.000035913865,0.0001291093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007419113,0.00017378821,0.00052794506,0.00013717917,0.000022485001,0.000011833737,0.000075457996,0.00007059161,0.000011922252],"category_scores_gemma":[0.000032133303,0.00014497807,0.00008401897,0.00069718953,0.00004230082,0.00009183058,0.000022458995,0.00014133626,2.1888473e-8],"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":[0.0000099622375,0.0000020850428,0.002855218,0.00015373918,0.001041435,9.331595e-7,0.00025352024,0.98136306,0.013422396,0.0001415111,0.000010523805,0.0007456283],"study_design_scores_gemma":[0.00016291828,0.000029027246,0.011927127,0.000011659455,0.0006324676,0.0000026046414,0.00010641679,0.98522204,0.001657619,0.000011351291,0.00006972654,0.00016701894],"about_ca_topic_score_codex":0.000039705275,"about_ca_topic_score_gemma":0.0000038286757,"teacher_disagreement_score":0.60515493,"about_ca_system_score_codex":0.00001680319,"about_ca_system_score_gemma":0.0000066091034,"threshold_uncertainty_score":0.5912034},"labels":[],"label_agreement":null},{"id":"W3168253128","doi":"10.1007/s11709-021-0709-9","title":"Characterization of 3D microstructure, thermal conductivity, and heat flow of cement-based foam using imaging technique","year":2021,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Porosity; Thermal conductivity; Microstructure; Cement; Composite material; Characterization (materials science); Porous medium; Thermal; Conductivity; Volume (thermodynamics); Mineralogy; Thermodynamics; Geology; Nanotechnology","score_opus":0.0065114135206801186,"score_gpt":0.19748826161046734,"score_spread":0.1909768480897872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3168253128","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9731165,0.0012476959,0.025177283,0.00000674748,0.00020973623,0.00012517841,0.00007792011,0.000025958132,0.000012940304],"genre_scores_gemma":[0.99211234,0.000059260026,0.0077344365,0.0000024511364,0.000027634262,0.0000038466915,0.000038070844,0.000020095338,0.0000018427993],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993375,0.000012915149,0.00023830716,0.00012663321,0.00012041524,0.00016424053],"domain_scores_gemma":[0.9997431,0.000009323369,0.000037682654,0.000106278436,0.00006468302,0.00003892167],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006240334,0.00013998852,0.00028376462,0.00010587288,0.0000230444,0.000017430608,0.000054609445,0.00004823791,0.000031895754],"category_scores_gemma":[0.000008415337,0.00013934502,0.00003141212,0.000111357185,0.00005445213,0.00015389921,0.000051616564,0.000073451556,1.4482916e-8],"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":[0.000012835046,0.0000014893193,0.0028912423,0.0005842478,0.00004180444,0.0000019222712,0.00007815116,0.009655185,0.98525035,0.000008591618,0.0000029930711,0.0014711779],"study_design_scores_gemma":[0.00025113797,0.000012869164,0.006685135,0.000077938916,0.000019771398,0.000008797788,0.00003314269,0.21675901,0.7760219,0.000008364689,0.000016269014,0.00010565128],"about_ca_topic_score_codex":0.0000210673,"about_ca_topic_score_gemma":0.0000019487798,"teacher_disagreement_score":0.20922844,"about_ca_system_score_codex":0.000018279674,"about_ca_system_score_gemma":0.000017770917,"threshold_uncertainty_score":0.56823254},"labels":[],"label_agreement":null},{"id":"W3177374385","doi":"10.1007/s11709-021-0717-9","title":"Service life prediction of fly ash concrete using an artificial neural network","year":2021,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Carbonation; Fly ash; Artificial neural network; Service life; Backpropagation; Relative humidity; Perceptron; Multilayer perceptron; Materials science; Environmental science; Process engineering; Computer science; Engineering; Machine learning; Composite material; Meteorology","score_opus":0.016463813177204988,"score_gpt":0.20646814796847215,"score_spread":0.19000433479126716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3177374385","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99416035,0.0020915829,0.0025597198,0.000011944905,0.00094947603,0.00007113019,0.000052744428,0.00007027415,0.000032744098],"genre_scores_gemma":[0.99773383,0.00005478307,0.001837972,0.000008974051,0.00029869843,0.0000021458018,0.000038014587,0.000022450911,0.0000031078648],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999142,0.000016955302,0.00028765938,0.00013989348,0.00016498279,0.0002485082],"domain_scores_gemma":[0.9996316,0.000011162087,0.00003482387,0.00013178926,0.00008431982,0.00010630541],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007534517,0.00013884324,0.00026832425,0.000052166248,0.000038719496,0.000030410769,0.0000810139,0.0000715853,0.00004732909],"category_scores_gemma":[0.000013566595,0.00014537424,0.000038723374,0.00019588124,0.000021410115,0.00021288512,0.00004748203,0.00010302377,1.5689383e-7],"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":[0.000020484216,6.1797556e-7,0.0010835476,0.00026540636,0.00008155924,0.0000033920328,0.00018438871,0.33114022,0.6664488,0.00004983399,0.00013427954,0.000587504],"study_design_scores_gemma":[0.00020990003,0.00003720522,0.005940767,0.00004356831,0.00003620975,0.000010189139,0.0002382122,0.932751,0.0604517,0.000043101787,0.000099156736,0.0001389622],"about_ca_topic_score_codex":0.00003466379,"about_ca_topic_score_gemma":0.00001531901,"teacher_disagreement_score":0.6059971,"about_ca_system_score_codex":0.000017305549,"about_ca_system_score_gemma":0.000020799765,"threshold_uncertainty_score":0.592819},"labels":[],"label_agreement":null},{"id":"W3195806021","doi":"10.1007/s11709-021-0745-5","title":"Fragility assessment of wood sheathing panels and roof-to-wall connections subjected to wind loading","year":2021,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Queen's University","funders":"","keywords":"Fragility; Roof; Structural engineering; Tornado; Structural failure; Engineering; Fujita scale; Envelope (radar); Forensic engineering; Environmental science; Geology","score_opus":0.00552742674147116,"score_gpt":0.20268354592822405,"score_spread":0.19715611918675288,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3195806021","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938542,0.00027446027,0.0051302034,0.00021337921,0.00019298976,0.00008653331,0.0000127893745,0.000017702365,0.00021769914],"genre_scores_gemma":[0.98987365,0.00001437734,0.01001399,0.000027529997,0.000020682271,0.0000024427898,0.0000017460952,0.0000065292484,0.000039028582],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99931,0.000009047958,0.00016428289,0.00021531849,0.00012994991,0.00017138974],"domain_scores_gemma":[0.99974215,0.000022615277,0.00002779466,0.000089580855,0.000014065501,0.0001038001],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000063263455,0.00011421165,0.00022179168,0.000037452748,0.00008364017,0.00001505912,0.000054692242,0.00003204113,0.00004166055],"category_scores_gemma":[0.00004049811,0.000104852625,0.000030518837,0.0001999598,0.000037498445,0.00011012625,0.0001534829,0.00008165842,2.4086933e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001709521,0.00002521903,0.4772564,0.00017648989,0.00017462723,0.000014524582,0.0049505127,0.05273751,0.45382118,0.0001831433,0.0006425015,0.010000817],"study_design_scores_gemma":[0.0002049022,0.0000591052,0.9732932,0.000054497457,0.000023895624,0.000010976812,0.00067596947,0.0076649487,0.017329179,0.0000993405,0.00041021363,0.00017377798],"about_ca_topic_score_codex":0.000105916486,"about_ca_topic_score_gemma":0.00006323988,"teacher_disagreement_score":0.49603683,"about_ca_system_score_codex":0.000040524228,"about_ca_system_score_gemma":0.0000054340867,"threshold_uncertainty_score":0.4275766},"labels":[],"label_agreement":null},{"id":"W3201605158","doi":"10.1007/s11709-021-0741-9","title":"Time- and temperature-dependence of compressive and tensile behaviors of polypropylene fiber-reinforced cemented paste backfill","year":2021,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Materials science; Curing (chemistry); Ultimate tensile strength; Composite material; Compressive strength; Polypropylene; Brittleness; Hardening (computing); Extrusion","score_opus":0.0033160369331938656,"score_gpt":0.15949955235226118,"score_spread":0.1561835154190673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201605158","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9919353,0.0075643817,0.00008464184,0.000011050252,0.0001262993,0.00009132342,0.000036206235,0.000035733952,0.0001150439],"genre_scores_gemma":[0.99762607,0.00025883658,0.0017266507,0.0000024591477,0.0000139704425,0.0000020177094,0.000014010976,0.00001573218,0.0003402718],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99938834,0.0000050895214,0.00023168503,0.00012804971,0.00010972389,0.00013713754],"domain_scores_gemma":[0.99972236,0.000011959504,0.000055964134,0.00009857081,0.00006236471,0.00004877009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000028639,0.00015341453,0.0003006109,0.00007551807,0.00002273511,0.000013496948,0.00005569057,0.000056378252,0.000027446931],"category_scores_gemma":[0.000011763039,0.00013583148,0.000029644152,0.00008571811,0.000077111355,0.00014954603,0.00007427512,0.00008669832,1.08329736e-7],"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":[0.000036794157,0.000002737513,0.0020026749,0.0009209792,0.00019707023,0.0000061317837,0.0006915023,0.040365975,0.9527715,0.000052830128,0.0003562049,0.002595607],"study_design_scores_gemma":[0.0012990035,0.00016869175,0.032441907,0.0004806743,0.00021311059,0.000029324689,0.0010156271,0.22355436,0.73981065,0.000024372786,0.00039441383,0.0005678639],"about_ca_topic_score_codex":0.00002000969,"about_ca_topic_score_gemma":0.0000034405493,"teacher_disagreement_score":0.21296084,"about_ca_system_score_codex":0.000005703037,"about_ca_system_score_gemma":0.0000045071924,"threshold_uncertainty_score":0.5539047},"labels":[],"label_agreement":null},{"id":"W3209235339","doi":"10.1007/s11709-021-0770-4","title":"Extending blending proportions of ordinary Portland cement and calcium sulfoaluminate cement blends: Its effects on setting, workability, and strength development","year":2021,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Portland cement; Materials science; Ettringite; Thermogravimetric analysis; Compressive strength; Cement; Composite material; Mortar; Chemical engineering","score_opus":0.007583260226444856,"score_gpt":0.21620515819305614,"score_spread":0.2086218979666113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3209235339","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994707,0.0041417154,0.00045221148,0.00002553673,0.00027636875,0.00021523793,0.000041893705,0.000044958528,0.000095113886],"genre_scores_gemma":[0.9972816,0.000377547,0.0021475588,0.0000025852132,0.000038934526,0.000025400304,0.000050127663,0.000021863145,0.000054368054],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988295,0.0000172013,0.00035339667,0.00025754815,0.00023186413,0.000310529],"domain_scores_gemma":[0.99961615,0.00004741183,0.000056642984,0.00011702239,0.000047488345,0.00011528394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015180529,0.00021969514,0.00032675272,0.00014253122,0.00007721562,0.00003575228,0.000058294172,0.00005637017,0.00006527482],"category_scores_gemma":[0.000036243553,0.0002064158,0.000028915516,0.00011903654,0.00003364059,0.000117358264,0.00013930787,0.00012250937,1.4422348e-7],"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":[0.00015433256,0.000047925943,0.033960037,0.0150002595,0.0012759035,0.00015905818,0.0029742261,0.0076968214,0.67722934,0.0008566853,0.0016322254,0.25901318],"study_design_scores_gemma":[0.0009783572,0.00023517659,0.056790147,0.0009495053,0.000095523785,0.00003754173,0.0006214072,0.029090367,0.90811986,0.00006860728,0.002408459,0.00060505373],"about_ca_topic_score_codex":0.0000038962235,"about_ca_topic_score_gemma":0.0000050861595,"teacher_disagreement_score":0.25840813,"about_ca_system_score_codex":0.000053968117,"about_ca_system_score_gemma":0.000027520226,"threshold_uncertainty_score":0.84173924},"labels":[],"label_agreement":null},{"id":"W4223429689","doi":"10.1007/s11709-022-0807-3","title":"Topology optimization and seismic collapse assessment of shape memory alloy (SMA)-braced frames: Effectiveness of Fe-based SMAs","year":2022,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Shape Memory Alloy Transformations","field":"Materials Science","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"SMA*; Shape-memory alloy; Topology optimization; Structural engineering; Nickel titanium; Braced frame; Bracing; Displacement (psychology); Materials science; Frame (networking); Computer science; Topology (electrical circuits); Engineering; Composite material; Finite element method; Mechanical engineering; Algorithm; Brace","score_opus":0.004845832993314373,"score_gpt":0.21053714822355946,"score_spread":0.2056913152302451,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4223429689","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95113385,0.00035610158,0.04768102,0.00003746802,0.00040851327,0.00024356465,0.00008161382,0.000024711147,0.0000331442],"genre_scores_gemma":[0.980484,0.000008308833,0.019428648,0.000009664936,0.000008979386,0.000025165977,0.000020397223,0.000011171681,0.0000036505764],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991737,0.00008217619,0.0002724352,0.00015873124,0.00017738235,0.00013558795],"domain_scores_gemma":[0.9995706,0.00009862732,0.000129357,0.00010875967,0.0000516568,0.00004096903],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002782824,0.00012233677,0.00031878657,0.00013297942,0.00007937952,0.000008583391,0.000118044816,0.000043143653,0.000108996945],"category_scores_gemma":[0.00002126982,0.000120854005,0.00003782557,0.00014587608,0.00010176433,0.00014385302,0.00005615561,0.00008816164,2.8100109e-8],"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":[0.000043851163,0.000008450667,0.0008682649,0.00029733242,0.000019723198,7.309422e-7,0.0002259605,0.76046777,0.23786025,0.000116515665,0.000009737303,0.00008140988],"study_design_scores_gemma":[0.0008957456,0.00019779215,0.018216874,0.00004038428,0.00004532427,0.000011096553,0.0005527663,0.90424335,0.07558382,0.00006367432,0.000009306501,0.00013988164],"about_ca_topic_score_codex":0.000033289172,"about_ca_topic_score_gemma":0.000002466452,"teacher_disagreement_score":0.16227642,"about_ca_system_score_codex":0.00004391406,"about_ca_system_score_gemma":0.00004959224,"threshold_uncertainty_score":0.4928283},"labels":[],"label_agreement":null},{"id":"W4288748740","doi":"10.1007/s11709-022-0832-2","title":"Predetermination of potential plastic hinges on reinforced concrete frames using GFRP reinforcement","year":2022,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Statistics Canada; University of Waterloo","funders":"","keywords":"Fibre-reinforced plastic; Reinforcement; Structural engineering; Plastic hinge; Materials science; Hinge; Reinforced concrete; Composite material; Corrosion; Glass fiber; Engineering","score_opus":0.005482479910943799,"score_gpt":0.18587454038114332,"score_spread":0.1803920604701995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288748740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9893714,0.0005318355,0.008266949,0.000004393332,0.001380751,0.00020074326,0.00005169729,0.00012349685,0.0000686929],"genre_scores_gemma":[0.99679923,0.000021803953,0.0030123494,0.000004201125,0.000048027483,0.000012565704,0.000028773413,0.00003652316,0.00003651822],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99869764,0.000010337208,0.0004361552,0.00017755068,0.0003939065,0.00028438517],"domain_scores_gemma":[0.9995148,0.000045788925,0.00013898555,0.00018138353,0.00004023396,0.00007879451],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00006315342,0.0002670898,0.00037096385,0.00026276658,0.000096425596,0.000018850125,0.00019714271,0.00007167979,0.000055698096],"category_scores_gemma":[0.00004125034,0.00027543877,0.000099755576,0.00015299887,0.000055734785,0.00020909174,0.00010095736,0.0002632039,1.193494e-7],"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":[0.000045425968,4.3363396e-8,0.000109745335,0.00010752878,0.000067259694,0.0000042709466,0.000266955,0.8691243,0.12921754,0.00027270906,0.000043277127,0.00074093323],"study_design_scores_gemma":[0.000532807,0.00020504526,0.0012905692,0.000056885976,0.00007023506,0.000034853514,0.00026591338,0.935127,0.062047962,0.00001609617,0.00005297619,0.00029965266],"about_ca_topic_score_codex":0.000022962557,"about_ca_topic_score_gemma":1.5335016e-7,"teacher_disagreement_score":0.06716958,"about_ca_system_score_codex":0.000124276,"about_ca_system_score_gemma":0.000014519249,"threshold_uncertainty_score":0.9999698},"labels":[],"label_agreement":null},{"id":"W4295269483","doi":"10.1007/s11709-022-0822-4","title":"A hierarchical system to predict behavior of soil and cantilever sheet wall by data-driven models","year":2022,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Cantilever; Artificial neural network; Parametric statistics; Random forest; Stability (learning theory); Regression; Data mining; Finite element method; Test data; Engineering; Computer science; Artificial intelligence; Structural engineering; Statistics; Mathematics; Machine learning","score_opus":0.005568196315438438,"score_gpt":0.1717760187729069,"score_spread":0.16620782245746846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4295269483","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9368033,0.002559458,0.059134677,0.000026916934,0.000293845,0.00015654291,0.00077288836,0.0002226832,0.000029731142],"genre_scores_gemma":[0.9974071,0.000050786064,0.0023716984,0.000002510522,0.000021000546,0.000026855356,0.0000661414,0.000031394608,0.000022515154],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99896806,0.0000085585025,0.00031019593,0.0002435578,0.00023204231,0.00023755766],"domain_scores_gemma":[0.9995098,0.000012248924,0.00003177443,0.00027785296,0.000017488343,0.0001508035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008312946,0.0001900407,0.00039048708,0.00015254482,0.000047170222,0.00001052696,0.000277812,0.000054290507,0.0000080438185],"category_scores_gemma":[0.000008503254,0.00018945904,0.00004849065,0.00020030541,0.000024599523,0.00012148986,0.00025548626,0.00022869518,6.259004e-8],"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":[0.000006407982,0.000004572681,0.0005032482,0.00024467977,0.00009201531,0.0000032228809,0.000111599984,0.9934908,0.003028735,0.00007150981,0.001643715,0.0007994892],"study_design_scores_gemma":[0.00021266844,0.000042795076,0.0014873889,0.00002929203,0.00009426234,0.000018176714,0.00009972668,0.9973794,0.0001476101,0.000009651463,0.00028224217,0.00019675352],"about_ca_topic_score_codex":0.000113602124,"about_ca_topic_score_gemma":0.0000061879578,"teacher_disagreement_score":0.060603842,"about_ca_system_score_codex":0.000042190266,"about_ca_system_score_gemma":0.0000066064586,"threshold_uncertainty_score":0.77259153},"labels":[],"label_agreement":null},{"id":"W4308784194","doi":"10.1007/s11709-022-0845-x","title":"Compressive and cyclic flexural response of double-hooked-end steel fiber reinforced concrete","year":2022,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Materials science; Flexural strength; Ultimate tensile strength; Ductility (Earth science); Composite material; Fiber; Dissipation; Compressive strength; Fiber-reinforced concrete; Structural engineering","score_opus":0.006397499793545439,"score_gpt":0.19021588806854767,"score_spread":0.18381838827500224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308784194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968915,0.0013448937,0.00043052228,0.0000130175,0.00053235807,0.00023610437,0.00010075174,0.00009082574,0.00036004226],"genre_scores_gemma":[0.99847305,0.000029712057,0.0011382637,0.000008231311,0.000032096574,0.000022542328,0.000027851804,0.000032468186,0.00023579394],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989151,0.00002373306,0.00042664108,0.00015657597,0.00021937155,0.00025857912],"domain_scores_gemma":[0.9995658,0.000050112027,0.00011596542,0.00015538603,0.000049944836,0.000062812534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017857652,0.00023141965,0.0004341636,0.00019164551,0.0000744311,0.000020435635,0.00014111235,0.000052565905,0.00018097443],"category_scores_gemma":[0.000018556795,0.00023400318,0.00004626543,0.00016551757,0.00009208921,0.00020405855,0.00016388946,0.00016630079,2.797049e-7],"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":[0.000859736,2.0038298e-7,0.00024877637,0.0003786517,0.00023928164,0.0000068162612,0.00092983374,0.16306652,0.83172476,0.0014115545,0.000771444,0.00036239738],"study_design_scores_gemma":[0.006134729,0.0005492858,0.013955048,0.00015948886,0.00012757124,0.00009349121,0.0012487711,0.4225367,0.54675114,0.00006375535,0.0071204132,0.0012596142],"about_ca_topic_score_codex":0.000015773348,"about_ca_topic_score_gemma":2.3361376e-7,"teacher_disagreement_score":0.28497365,"about_ca_system_score_codex":0.000053256375,"about_ca_system_score_gemma":0.0000123006175,"threshold_uncertainty_score":0.9542372},"labels":[],"label_agreement":null},{"id":"W4323316377","doi":"10.1007/s11709-022-0924-z","title":"Experimental investigation of evolutive mode-I and mode-II fracture behavior of fiber-reinforced cemented paste backfill: Effect of curing temperature and curing time","year":2023,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Materials science; Curing (chemistry); Composite material; Cement; Fracture toughness; Toughness; Flexural strength","score_opus":0.0031002249654215374,"score_gpt":0.17967386865477228,"score_spread":0.17657364368935075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323316377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99701905,0.002421772,0.00006409199,0.0000057487855,0.00011007973,0.0002441755,0.000033620272,0.00007216872,0.000029316334],"genre_scores_gemma":[0.9992736,0.00007294428,0.00048782927,9.21488e-7,0.00001974551,0.000011608587,0.000030364501,0.000025681044,0.00007731753],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99923086,0.000009012592,0.0002956247,0.00014744501,0.0001484682,0.00016856808],"domain_scores_gemma":[0.99971,0.000020605064,0.000090976035,0.00009585548,0.000029671392,0.00005285866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000597795,0.00021796873,0.00038914097,0.00019679975,0.000040265997,0.00000998302,0.0000699856,0.000086553635,0.000007697842],"category_scores_gemma":[0.000011012039,0.00018813554,0.000045385805,0.000152314,0.0000780559,0.00026471404,0.00009748018,0.00011383364,8.8224866e-8],"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":[0.00006271421,0.0000014637257,0.004838479,0.0013215981,0.00015388806,9.3136936e-7,0.002714272,0.17335957,0.8169102,0.000014502014,0.00014417368,0.00047818536],"study_design_scores_gemma":[0.00065444666,0.0001954999,0.01119107,0.0002643848,0.00008072737,0.0000018807148,0.00023768628,0.30190825,0.68523955,0.000009755432,0.000018374893,0.00019835746],"about_ca_topic_score_codex":0.000026768694,"about_ca_topic_score_gemma":8.2630316e-7,"teacher_disagreement_score":0.13167065,"about_ca_system_score_codex":0.000014949223,"about_ca_system_score_gemma":0.0000031749769,"threshold_uncertainty_score":0.7671945},"labels":[],"label_agreement":null},{"id":"W4377245669","doi":"10.1007/s11709-023-0943-4","title":"Numerical modeling of current-induced scour around multi-wall foundation using large-eddy simulation","year":2023,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Inflow; Flow (mathematics); Geotechnical engineering; Current (fluid); Foundation (evidence); Flow resistance; Geology; Computer simulation; Mechanics; Physics; Oceanography; Geography","score_opus":0.025310820749456696,"score_gpt":0.2600336881089043,"score_spread":0.2347228673594476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4377245669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79721385,0.00014046468,0.20235907,0.000006495,0.00018595683,0.00005765855,0.000002257412,0.00002945811,0.0000048069187],"genre_scores_gemma":[0.9977759,0.000015767742,0.0021565435,0.0000028925322,0.000019002517,0.0000013280613,0.000016969483,0.000008360612,0.000003231481],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993382,0.00000637249,0.00019569654,0.00015232064,0.00013631348,0.00017107931],"domain_scores_gemma":[0.99982536,0.000010694043,0.00005544779,0.00005829463,0.00000973683,0.00004044689],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008096332,0.000098827084,0.00015092167,0.000057997237,0.00006173635,0.0000056891017,0.00006557025,0.000050462524,0.000028543509],"category_scores_gemma":[0.000014194308,0.000093606126,0.000030944408,0.00018835563,0.000023515011,0.00027022685,0.0000229855,0.00008183191,0.0000013996901],"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":[0.00000999532,0.000005591488,0.035334118,0.00004590011,0.000012144487,5.532531e-7,0.00028312698,0.9574381,0.005937758,0.000008388184,0.000001857725,0.00092244655],"study_design_scores_gemma":[0.000252972,0.000015846867,0.012834168,0.000019292485,0.000018588848,7.582065e-7,0.00005277354,0.98607814,0.00050839403,0.000100481164,0.000023817804,0.00009474296],"about_ca_topic_score_codex":0.00004593817,"about_ca_topic_score_gemma":0.000009723312,"teacher_disagreement_score":0.20056207,"about_ca_system_score_codex":0.000023772993,"about_ca_system_score_gemma":0.0000057321768,"threshold_uncertainty_score":0.3817147},"labels":[],"label_agreement":null},{"id":"W4380442576","doi":"10.1007/s11709-023-0950-5","title":"Appraising the potential of calcium sulfoaluminate cement-based grouts in simulated permafrost environments","year":2023,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Cement; Thermogravimetric analysis; Compressive strength; Materials science; Composite material; Permafrost; Ettringite; Geotechnical engineering; Geology; Chemical engineering; Portland cement; Engineering","score_opus":0.005676310454744019,"score_gpt":0.18457174330032128,"score_spread":0.17889543284557727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380442576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9863811,0.00065793813,0.011891803,0.000019700685,0.00078071206,0.00012091821,0.000036821817,0.00007875425,0.000032217635],"genre_scores_gemma":[0.9996113,0.000038878123,0.00023385296,0.000004647821,0.000026699761,0.0000030007332,0.000038415976,0.000027271066,0.000015933725],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990747,0.0000146529455,0.0002984653,0.00014566978,0.00015496148,0.00031156105],"domain_scores_gemma":[0.99972826,0.000027205348,0.000050153558,0.0001390995,0.000009494236,0.00004578504],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012725352,0.0001793919,0.00025881795,0.00016582062,0.000040054016,0.000009557142,0.00014178695,0.00009444069,0.0000055346723],"category_scores_gemma":[0.000020177999,0.00015298298,0.00005829367,0.00022868527,0.00006219204,0.000077822646,0.000048213635,0.000166604,5.9127103e-7],"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":[0.000012891588,0.0000034888649,0.0046352874,0.00013456312,0.00004892147,0.000008626962,0.0005335497,0.93795097,0.055749103,0.00014071705,0.00005471344,0.00072719745],"study_design_scores_gemma":[0.00053383067,0.00002352451,0.06534734,0.000035680354,0.000022310864,0.0000025855372,0.00043612628,0.9274158,0.005893252,0.000089410554,0.00004632899,0.00015379822],"about_ca_topic_score_codex":0.00002830771,"about_ca_topic_score_gemma":0.000009316587,"teacher_disagreement_score":0.060712054,"about_ca_system_score_codex":0.000030459363,"about_ca_system_score_gemma":0.000005384906,"threshold_uncertainty_score":0.6238465},"labels":[],"label_agreement":null},{"id":"W4385350789","doi":"10.1007/s11709-023-0907-8","title":"Fictitious soil pile model for dynamic analysis of pipe piles under high-strain conditions","year":2023,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Pile; Geotechnical engineering; Parametric statistics; Dynamic load testing; Spark plug; Structural engineering; Discretization; Geology; Stress (linguistics); Engineering; Mathematics; Mechanical engineering","score_opus":0.005263052169786359,"score_gpt":0.1921647708019239,"score_spread":0.18690171863213753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385350789","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55182797,0.00041114783,0.4460463,0.000023051985,0.00032461912,0.00010111782,0.0008754575,0.00037844878,0.000011896331],"genre_scores_gemma":[0.9972259,0.00012489347,0.0022652391,0.0000034525867,0.000015895417,0.000026986221,0.0002615333,0.00003554278,0.000040573486],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991491,0.0000028898828,0.00029383114,0.0001612242,0.00012391845,0.00026904175],"domain_scores_gemma":[0.99963474,0.000046183304,0.000037450704,0.00016306473,0.00004198875,0.00007657709],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000068926754,0.00018633484,0.00042037712,0.00043324332,0.000039014365,0.000010534871,0.000115442424,0.00011834914,0.00000464205],"category_scores_gemma":[0.000024411342,0.00019266004,0.00018924271,0.00059260894,0.000030693373,0.000078847916,0.000023817956,0.00012092056,2.3855134e-7],"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":[0.000003114943,0.000002279682,0.000010106284,0.00016849587,0.0004940256,4.6505644e-7,0.00008306115,0.9808048,0.01661195,0.0013885975,0.00017428595,0.0002588134],"study_design_scores_gemma":[0.00022884991,0.000025597059,0.0038493602,0.000022609947,0.00032765657,0.0000010354198,0.00007799257,0.99204683,0.0009837335,0.002226407,0.000012129857,0.0001977662],"about_ca_topic_score_codex":0.000011768749,"about_ca_topic_score_gemma":0.00003926151,"teacher_disagreement_score":0.4453979,"about_ca_system_score_codex":0.000032041564,"about_ca_system_score_gemma":0.000008424571,"threshold_uncertainty_score":0.7856448},"labels":[],"label_agreement":null},{"id":"W4386838084","doi":"10.1007/s11709-023-0983-9","title":"Linear viscoelastic behavior of asphalt binders and mixtures containing very high percentages of reclaimed asphalt pavement","year":2023,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Viscoelasticity; Asphalt; Gradation; Materials science; Composite material; Phase angle (astronomy); Dynamic modulus; Asphalt pavement; Aggregate (composite); Rut; Time–temperature superposition; Shear modulus; Modulus; Dynamic mechanical analysis; Polymer","score_opus":0.009034648306766046,"score_gpt":0.21765349556495647,"score_spread":0.20861884725819044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386838084","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950127,0.0019924804,0.001915997,0.000010533269,0.0006862616,0.00023583556,0.000033841727,0.00009798144,0.000014396984],"genre_scores_gemma":[0.9974504,0.00042879255,0.0019671444,0.0000028799814,0.00004705678,0.000017407925,0.00004247224,0.000030787774,0.0000130666995],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886924,0.0000104735645,0.000430182,0.00016521696,0.00027061295,0.00025426588],"domain_scores_gemma":[0.9996212,0.000037394566,0.00010138356,0.000119344084,0.000048283768,0.00007236465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015398594,0.00020926529,0.00037382304,0.00024672018,0.000037269292,0.0000077980385,0.00009165835,0.00008493546,0.000017506054],"category_scores_gemma":[0.000023188913,0.00020246346,0.00004731913,0.00020670699,0.00006937833,0.00020838575,0.000049537583,0.00012628245,3.4225476e-7],"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":[0.000091283466,0.000018447223,0.118668914,0.002579807,0.000525432,0.0000072285065,0.0026667072,0.45314923,0.4079331,0.00016316418,0.00051151076,0.013685175],"study_design_scores_gemma":[0.0014757671,0.00031736962,0.30441567,0.00029557385,0.0002204254,0.000005070525,0.0011768695,0.5386598,0.15294039,0.00005380646,0.00003917052,0.00040006527],"about_ca_topic_score_codex":0.000029869536,"about_ca_topic_score_gemma":0.0000068394856,"teacher_disagreement_score":0.2549927,"about_ca_system_score_codex":0.00003701773,"about_ca_system_score_gemma":0.000012445533,"threshold_uncertainty_score":0.825622},"labels":[],"label_agreement":null},{"id":"W4388772891","doi":"10.1007/s11709-023-0953-2","title":"Microdamage study of granite under thermomechanical coupling based on the particle flow code","year":2023,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Cracking; Coupling (piping); Materials science; Tension (geology); Thermal; Flow (mathematics); Particle (ecology); Particle flow; Compression (physics); Thermal expansion; Geotechnical engineering; Mechanics; Composite material; Thermodynamics; Geology; Discrete element method; Physics","score_opus":0.011071191602424181,"score_gpt":0.18883214296565834,"score_spread":0.17776095136323417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388772891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96721536,0.00022300016,0.03190267,0.000030233155,0.00032807924,0.00015493056,0.00001351843,0.00012146903,0.000010741374],"genre_scores_gemma":[0.99952394,0.000023759125,0.00037043093,0.000008005749,0.000026194579,0.000008827846,0.000002976934,0.000030480558,0.000005414798],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993012,0.0000063418984,0.00020826409,0.00012746779,0.0001550945,0.00020163285],"domain_scores_gemma":[0.9996839,0.000049196562,0.000026252193,0.00017262148,0.000023135579,0.00004488374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013626453,0.00014075916,0.00019923456,0.000058848538,0.00005658429,0.000013480248,0.00012398258,0.0000421674,0.0000054711195],"category_scores_gemma":[0.00001345787,0.00010456565,0.000045197583,0.00021128354,0.0000094901625,0.000041878386,0.000032931228,0.00013256593,4.726501e-7],"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":[0.000011185001,0.000005792256,0.00010349762,0.000038625727,0.00004282193,0.0000013870472,0.0003313956,0.9434844,0.05548929,0.00017301142,0.00006814014,0.00025042295],"study_design_scores_gemma":[0.00035121044,0.00007187536,0.0014561851,0.000032234046,0.00002193394,5.53807e-7,0.00080370175,0.9864443,0.010538578,0.00015638668,0.000008108075,0.00011493197],"about_ca_topic_score_codex":0.000008555012,"about_ca_topic_score_gemma":0.000014990553,"teacher_disagreement_score":0.044950712,"about_ca_system_score_codex":0.0000132841105,"about_ca_system_score_gemma":0.000003955193,"threshold_uncertainty_score":0.42640635},"labels":[],"label_agreement":null},{"id":"W4399186389","doi":"10.1007/s11709-024-1017-y","title":"Experimental and analytical investigation on friction resistance force between buried coated pressurized steel pipes and soil","year":2024,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Materials science; Geotechnical engineering; Composite material; Forensic engineering; Metallurgy; Engineering","score_opus":0.00698958805149256,"score_gpt":0.18923490483026068,"score_spread":0.18224531677876812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399186389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9800467,0.010637599,0.008269185,0.000059352617,0.0003670543,0.00011940685,0.000021808592,0.00037323544,0.00010565455],"genre_scores_gemma":[0.99883795,0.00006525013,0.0008743655,0.000003234925,0.000096624855,0.000009266918,0.000013264223,0.000028333356,0.00007169877],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992307,0.0000071154473,0.00021078852,0.00022570876,0.00013493892,0.00019075602],"domain_scores_gemma":[0.99970406,0.000062068175,0.000016389098,0.00008736281,0.000012946902,0.00011718782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000050646693,0.0002184199,0.00026419858,0.00014072633,0.00004999419,0.000078040444,0.000050461058,0.00012107689,0.000002079869],"category_scores_gemma":[0.000023430033,0.00019772888,0.00003195117,0.00013424047,0.00006866428,0.00018007071,0.000024396106,0.00021043005,8.793003e-8],"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":[0.00018926825,0.000010062789,0.003000024,0.0044556283,0.0013092622,0.000031147883,0.0029357297,0.4233829,0.52578694,0.028261218,0.0041224,0.0065154294],"study_design_scores_gemma":[0.00059458567,0.00010433041,0.032420643,0.00030594817,0.00011050462,0.000014306433,0.00011218143,0.9180048,0.04507822,0.0013877442,0.0013594761,0.00050727883],"about_ca_topic_score_codex":0.000010113177,"about_ca_topic_score_gemma":0.0000026631565,"teacher_disagreement_score":0.49462187,"about_ca_system_score_codex":0.000030265255,"about_ca_system_score_gemma":0.000004498585,"threshold_uncertainty_score":0.80631495},"labels":[],"label_agreement":null},{"id":"W4404086472","doi":"10.1007/s11709-024-1133-8","title":"Experimental investigation on the lateral bearing behavior of lattice-shaped diaphragm wall with double-layer configuration","year":2024,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Materials science; Diaphragm (acoustics); Structural engineering; Lattice (music); Composite material; Bearing (navigation); Layer (electronics); Engineering; Computer science; Physics; Acoustics; Electrical engineering","score_opus":0.012243703220701977,"score_gpt":0.19345527212569685,"score_spread":0.18121156890499487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404086472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934343,0.0010993638,0.004672384,0.00003880014,0.00029070541,0.00017433925,0.000005769551,0.00020543062,0.00007889721],"genre_scores_gemma":[0.99949765,0.0000140593465,0.000368607,0.0000036299077,0.000030934334,0.000028241659,0.00001349159,0.000028346813,0.000015050135],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99937487,0.0000046988594,0.00020043908,0.00013029744,0.00015010974,0.00013958191],"domain_scores_gemma":[0.99978125,0.000026460253,0.000021046038,0.00010319291,0.00002172997,0.000046299334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000055133656,0.00016044868,0.00016048228,0.00009055,0.00002905393,0.00003524724,0.000069324735,0.00006882841,0.000010881078],"category_scores_gemma":[0.000005503708,0.00011280148,0.000036599627,0.0001527946,0.00004253461,0.00015478022,0.00001163716,0.00015838612,3.842925e-7],"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":[0.000028609646,0.000005357899,0.00070958416,0.0003264387,0.000092400966,0.0000033436781,0.001195882,0.8136248,0.17824045,0.0050429995,0.00005931128,0.00067081425],"study_design_scores_gemma":[0.000247521,0.00007729317,0.008634989,0.0001617562,0.00003914125,0.0000063988473,0.0000760645,0.88800615,0.10244856,0.00004345315,0.00007693892,0.00018172387],"about_ca_topic_score_codex":0.000021100368,"about_ca_topic_score_gemma":0.0000034597672,"teacher_disagreement_score":0.07579188,"about_ca_system_score_codex":0.000032584987,"about_ca_system_score_gemma":0.000006041909,"threshold_uncertainty_score":0.45999107},"labels":[],"label_agreement":null},{"id":"W4413095629","doi":"10.1007/s11709-025-1206-3","title":"Experimental and numerical investigation on horizontal bearing behaviors of caisson-type diaphragm wall with variable cross-sections","year":2025,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Caisson; Diaphragm (acoustics); Structural engineering; Geotechnical engineering; Bearing (navigation); Variable (mathematics); Materials science; Geology; Engineering; Mathematics; Computer science","score_opus":0.004352074608422563,"score_gpt":0.19166420630678754,"score_spread":0.18731213169836497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413095629","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98259217,0.0009207497,0.015849482,0.0000075934286,0.0003192889,0.00009484689,0.000006373761,0.0001312802,0.00007821997],"genre_scores_gemma":[0.9967642,0.000012570664,0.0031576143,0.0000022694198,0.0000132329415,0.0000080147,0.000009830021,0.000018225928,0.000014071709],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99939126,0.000004000326,0.00019715691,0.00015180855,0.000103224666,0.00015257562],"domain_scores_gemma":[0.9997316,0.000022370992,0.000024787301,0.00012239999,0.000034209315,0.000064604996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000038432965,0.0001577228,0.00021320532,0.00012860367,0.000046264566,0.000020480855,0.00006932087,0.00008892732,0.0000022375298],"category_scores_gemma":[0.000032664535,0.00014671675,0.000022275986,0.00026502382,0.000058217713,0.00012325261,0.000029779667,0.0001494246,4.9306813e-8],"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":[0.000023649036,0.000007004582,0.015920669,0.00016887956,0.000053407166,6.791061e-7,0.00022775368,0.9309249,0.05137953,0.0010245844,0.000032530752,0.00023641654],"study_design_scores_gemma":[0.00074351364,0.0003348118,0.17869745,0.0002373871,0.0000630364,0.000012614878,0.00014314773,0.7078498,0.11115945,0.00019176722,0.00015479543,0.00041221542],"about_ca_topic_score_codex":0.000079138226,"about_ca_topic_score_gemma":0.000002527178,"teacher_disagreement_score":0.22307509,"about_ca_system_score_codex":0.000045075685,"about_ca_system_score_gemma":0.000009526954,"threshold_uncertainty_score":0.59829354},"labels":[],"label_agreement":null},{"id":"W4413109457","doi":"10.1007/s11709-025-1195-2","title":"Mechanical behavior of NiTi shape memory alloy under cyclic loading: A state-of-the-art review","year":2025,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Shape Memory Alloy Transformations","field":"Materials Science","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Nickel titanium; Shape-memory alloy; Materials science; Composite material; Pseudoelasticity; Structural engineering; Engineering; Martensite; Microstructure","score_opus":0.007658739527035247,"score_gpt":0.21904441863966087,"score_spread":0.21138567911262562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413109457","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9915183,0.0053049354,0.0018756451,0.00014863063,0.0006662301,0.00029429316,0.000040122013,0.000028588041,0.00012322229],"genre_scores_gemma":[0.9977085,0.0002649742,0.001858321,0.000049883027,0.0000076202673,0.000015041353,0.0000033047534,0.000008708823,0.00008366203],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990774,0.000020879465,0.0004217133,0.00013708303,0.0001816337,0.00016130417],"domain_scores_gemma":[0.9995808,0.00002856563,0.00010761796,0.00018371204,0.0000576317,0.000041668885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014388315,0.00013055695,0.0003404209,0.00007223936,0.000039490667,0.000007518239,0.00024179035,0.000040112784,0.000090493886],"category_scores_gemma":[0.000041909672,0.00010061772,0.00009624435,0.00019636084,0.000085807565,0.00016059286,0.00006426663,0.00009451946,6.8366126e-7],"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":[0.000016362375,0.0000151099675,0.00044546806,0.0019747186,0.000049872448,8.995073e-7,0.00015977382,0.0021482892,0.99131817,0.0008655891,0.0008682743,0.0021374996],"study_design_scores_gemma":[0.00084376225,0.000078160985,0.026425887,0.002556467,0.0004516998,0.000024838759,0.00020005432,0.01281791,0.9548246,0.0008905765,0.0004848977,0.00040112482],"about_ca_topic_score_codex":0.00000902376,"about_ca_topic_score_gemma":0.000010229975,"teacher_disagreement_score":0.03649352,"about_ca_system_score_codex":0.000021394528,"about_ca_system_score_gemma":0.000031027474,"threshold_uncertainty_score":0.41030717},"labels":[],"label_agreement":null},{"id":"W4415806356","doi":"10.1007/s11709-025-1243-y","title":"Explainable machine learning and application-oriented tool for predicting effective hoop strain of fiber-reinforced polymer-confined concrete","year":2025,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Government of Manitoba; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Interpretability; Generalizability theory; Support vector machine; Residual; Kernel (algebra); Boosting (machine learning); Empirical research; Infinitesimal strain theory","score_opus":0.001859824018642372,"score_gpt":0.18499107665676487,"score_spread":0.1831312526381225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415806356","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91680944,0.0034528368,0.07820711,0.0000116595165,0.00029994466,0.00074668374,0.00012853366,0.00020506459,0.00013869349],"genre_scores_gemma":[0.9944355,0.00003610546,0.005048051,0.0000031877396,0.000029143317,0.00008425324,0.00006413636,0.000029205252,0.00027040494],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989702,0.000008044627,0.0003917268,0.00021855521,0.00011653782,0.00029493068],"domain_scores_gemma":[0.9995063,0.00012569378,0.00009943408,0.00012629223,0.0000752361,0.00006703265],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000085069456,0.00027593915,0.00045454447,0.00019404128,0.00008399125,0.000019194329,0.00010391856,0.000119472104,0.000008240193],"category_scores_gemma":[0.00008742992,0.00027517747,0.00007932897,0.00020393876,0.00007513791,0.00018083277,0.000049737868,0.0001960967,6.265304e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023727967,2.4114965e-7,0.010294157,0.0023741035,0.000644182,0.0000018200421,0.0008799402,0.089393236,0.8389778,0.0055615925,0.00007888325,0.051556773],"study_design_scores_gemma":[0.001517029,0.00012270053,0.00570589,0.00013790168,0.00012922758,0.000008099834,0.00024909456,0.7743943,0.21692818,0.00003147976,0.00043523687,0.0003409063],"about_ca_topic_score_codex":0.000050280607,"about_ca_topic_score_gemma":9.536699e-7,"teacher_disagreement_score":0.685001,"about_ca_system_score_codex":0.000040943596,"about_ca_system_score_gemma":0.000012952949,"threshold_uncertainty_score":0.99997},"labels":[],"label_agreement":null}]}