{"meta":{"query_hash":"875541c6aca9","filters":{"venue":"International Journal of Structural Integrity"},"cohort_total":13,"direct_labels_cover":0,"predictions_cover":13,"exported":13,"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/875541c6aca9","api":"https://metacan.xera.ac/api/v1/cohort?venue=International+Journal+of+Structural+Integrity"},"results":[{"id":"W1982675241","doi":"10.1108/17579861211281209","title":"Theory and experimental method to determine bonding strength envelope of bi‐material interface","year":2012,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Mechanical Behavior of Composites","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Discontinuity (linguistics); Envelope (radar); Singularity; Stress (linguistics); Bonding strength; Stress field; Interface (matter); Enhanced Data Rates for GSM Evolution; Composite material; Material properties; Field (mathematics); Epoxy; Structural engineering; Geometry; Computer science; Mathematical analysis; Finite element method; Mathematics; Engineering","score_opus":0.02590439062148737,"score_gpt":0.3418187124841958,"score_spread":0.31591432186270846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982675241","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14776897,0.00042762197,0.84159774,0.00009615077,0.00011258297,0.0003247364,0.00038316392,0.0011302831,0.008158701],"genre_scores_gemma":[0.5583729,0.0002840905,0.43707344,0.00008385687,0.000027055534,0.00076852017,0.0003729875,0.0001273422,0.0028896853],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9986891,0.000095562034,0.000065328306,0.00021537743,0.00088961807,0.000045028133],"domain_scores_gemma":[0.9986468,0.00017705275,0.00015223128,0.00036205215,0.0006222345,0.000039629536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010738351,0.00061538385,0.00028626123,0.0010104438,0.0005403617,0.00031646225,0.0011436859,0.000605722,0.0038827092],"category_scores_gemma":[0.0014049816,0.0004172806,0.00024766603,0.00044732972,0.0007589325,0.000702341,0.0006790189,0.00079768366,0.0008744823],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006399849,0.00009661981,0.0025783584,0.00035297527,0.000012977751,0.00009402962,0.00019890301,0.004803782,0.95593315,0.006552702,0.00052653794,0.02878589],"study_design_scores_gemma":[0.00002896678,0.0010016153,0.008607817,0.00004808358,0.00003707431,0.0006007898,0.00022752654,0.05750778,0.9198807,0.0029135118,0.009071171,0.00007501483],"about_ca_topic_score_codex":0.0004652594,"about_ca_topic_score_gemma":0.00078718306,"teacher_disagreement_score":0.0038827092,"about_ca_system_score_codex":0.00045787296,"about_ca_system_score_gemma":0.0006201394,"threshold_uncertainty_score":0.012988925},"labels":[],"label_agreement":null},{"id":"W2078553316","doi":"10.1108/ijsi.2010.43601caa.002","title":"Aerospace and aircraft structures research at the National Research Council of Canada (NRC)","year":2010,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Manufacturing Process and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Aerospace; Research council; Aeronautics; Engineering; Aerospace engineering; Forensic engineering; Government (linguistics)","score_opus":0.09009792952289994,"score_gpt":0.3470648252194496,"score_spread":0.2569668956965496,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078553316","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07668495,0.012832169,0.053644866,0.10674862,0.018809976,0.0014133236,0.092772044,0.00554419,0.63154995],"genre_scores_gemma":[0.1620875,0.006364951,0.04917507,0.0023620566,0.0008427173,0.00015956577,0.027017152,0.0011196167,0.75087136],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9822765,0.00082462066,0.00023133201,0.0011840399,0.013148297,0.0023352033],"domain_scores_gemma":[0.9485029,0.0016158096,0.00061962055,0.0016252314,0.043171845,0.004464645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009148899,0.0018752125,0.0028232236,0.005733937,0.0054419017,0.0038253283,0.0042939736,0.0026616226,0.04544122],"category_scores_gemma":[0.012685918,0.0009829019,0.0015118229,0.0038306306,0.002569934,0.0026378164,0.002420209,0.0033210325,0.013355556],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000787095,0.00056212966,0.011053767,0.00041005973,0.00015557242,0.00038892045,0.00080708787,0.011769093,0.007976424,0.06432498,0.75775784,0.14400697],"study_design_scores_gemma":[0.00027785404,0.00040456734,0.020318989,0.00028659368,0.0001550312,0.00023180794,0.0010715583,0.03386227,0.010035685,0.0064050998,0.92676735,0.00018315217],"about_ca_topic_score_codex":0.93936306,"about_ca_topic_score_gemma":0.95371324,"teacher_disagreement_score":0.9527028,"about_ca_system_score_codex":0.047297176,"about_ca_system_score_gemma":0.13589197,"threshold_uncertainty_score":0.34316665},"labels":[],"label_agreement":null},{"id":"W2163112359","doi":"10.1108/ijsi-04-2013-0007","title":"Performance assessment of textile composite using NDE and mechanical testing techniques","year":2014,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Nondestructive testing; Textile; Composite number; Ultrasonic testing; Structural engineering; Computer science; Ultrasonic sensor; Materials science; Reliability engineering; Mechanical engineering; Composite material; Engineering; Acoustics","score_opus":0.040327690208025395,"score_gpt":0.3589144824991077,"score_spread":0.3185867922910823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2163112359","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91972536,0.0015455079,0.073047675,0.00009435691,0.000032309476,0.00006756065,0.00011417416,0.00013892085,0.0052340906],"genre_scores_gemma":[0.97501624,0.0003838655,0.022598872,0.000020931966,0.000008882902,0.000020309753,0.00005978838,0.0000149186835,0.0018762256],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987727,0.00019414276,0.000057666424,0.00011903891,0.00081176014,0.00004477304],"domain_scores_gemma":[0.99875665,0.00036844728,0.00028273833,0.00012873349,0.00042139905,0.00004209883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009983149,0.00041097918,0.00022447587,0.0009894798,0.00018328617,0.00044784017,0.00035344582,0.000470701,0.0009646266],"category_scores_gemma":[0.0011998209,0.00016919202,0.00032965295,0.00034394502,0.00035300336,0.0005017943,0.00033962753,0.00024164784,0.00026561547],"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":[0.00018862,0.00009657693,0.008043073,0.00024449034,0.000018566783,0.00010437249,0.000093059425,0.0018997785,0.9618411,0.00017134997,0.00004822457,0.027250776],"study_design_scores_gemma":[0.000010467192,0.0017832638,0.043191362,0.000030860527,0.00005402448,0.00076700805,0.00024370106,0.021296304,0.9306063,0.00025894633,0.001719158,0.00003867696],"about_ca_topic_score_codex":0.00034712435,"about_ca_topic_score_gemma":0.0009773667,"teacher_disagreement_score":0.0009983149,"about_ca_system_score_codex":0.00025064877,"about_ca_system_score_gemma":0.00011464965,"threshold_uncertainty_score":0.00527966},"labels":[],"label_agreement":null},{"id":"W2593533014","doi":"10.1108/ijsi-05-2016-0019","title":"High-rise building subjected to excessive settlement of its foundation: a case study","year":2017,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Settlement (finance); Foundation (evidence); Structural engineering; Differential (mechanical device); Human settlement; Engineering; Geotechnical engineering; Parametric statistics; Finite element method; Civil engineering; Mathematics; Computer science; Law","score_opus":0.020023597140534914,"score_gpt":0.31950128260995325,"score_spread":0.29947768546941833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593533014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99558395,0.000058851867,0.002668039,0.000050024824,0.000008974929,0.000037562633,0.00005807936,0.00003178177,0.0015026251],"genre_scores_gemma":[0.9977234,0.000062897474,0.0012996672,0.000007900031,0.000005709301,0.000010845143,0.000031562296,0.000005593628,0.0008524812],"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","domain_scores_codex":[0.999516,0.000117282616,0.000024066423,0.00005394195,0.00016670953,0.00012198975],"domain_scores_gemma":[0.999335,0.00021679024,0.00010740024,0.000110149515,0.000093576695,0.00013689295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006204927,0.00063323946,0.00047214213,0.00074748,0.0014479588,0.0009337149,0.0009097349,0.0021552376,0.0017582765],"category_scores_gemma":[0.00085634366,0.00035780246,0.0008402366,0.0006997869,0.0012233823,0.00043748892,0.00083394913,0.0006636676,0.000352274],"study_design_candidate":"case_report","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":[0.0015333196,0.0035250143,0.15264001,0.0007415246,0.0002620559,0.28726715,0.0049304725,0.43489036,0.053553544,0.0060431943,0.0034747256,0.051138666],"study_design_scores_gemma":[0.0003997742,0.008237324,0.29300255,0.00025118643,0.00064945914,0.07357527,0.023904392,0.5076335,0.069609,0.005210572,0.017081548,0.00044538872],"about_ca_topic_score_codex":0.005666033,"about_ca_topic_score_gemma":0.014982405,"teacher_disagreement_score":0.005666033,"about_ca_system_score_codex":0.00066172675,"about_ca_system_score_gemma":0.00070554717,"threshold_uncertainty_score":0.011266112},"labels":[],"label_agreement":null},{"id":"W2610394672","doi":"10.1108/ijsi-02-2016-0008","title":"Failure progression resistance of a generic steel moment-resisting frame under beam-removal scenarios","year":2017,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Structural engineering; Beam (structure); Progressive collapse; Frame (networking); Moment (physics); Roof; Displacement (psychology); Resistance Factors; Fracture (geology); Engineering; Reinforced concrete; Geotechnical engineering; Mechanical engineering","score_opus":0.02040331631110744,"score_gpt":0.30512575454331814,"score_spread":0.2847224382322107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2610394672","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983924,0.000028260194,0.0010024987,0.000006826397,0.0000018826216,0.000008357752,0.000051926723,0.000018575245,0.0004892747],"genre_scores_gemma":[0.9994204,0.000016560398,0.00031712084,0.0000020166192,6.451092e-7,0.000003619327,0.00005651853,0.0000023541281,0.00018089604],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999746,0.000043720418,0.000016671616,0.00004592771,0.000082533996,0.00006501513],"domain_scores_gemma":[0.99943405,0.00015106681,0.00018076313,0.000071512324,0.00012314567,0.00003941678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000492822,0.0003918923,0.00031125674,0.00064015924,0.00024862945,0.0002544881,0.00044800798,0.00048630452,0.0014733417],"category_scores_gemma":[0.0012296283,0.00015366684,0.00032986328,0.00020404976,0.00032147855,0.00026522094,0.00025526647,0.0002045071,0.00025028698],"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":[0.001801216,0.0002793208,0.088096455,0.00027327013,0.00014655203,0.0027065887,0.0006988883,0.3136116,0.5528278,0.0007512883,0.0004963771,0.038310587],"study_design_scores_gemma":[0.00007120899,0.006201185,0.31791493,0.00005848054,0.00029278273,0.0018207359,0.001522723,0.40177724,0.2673562,0.0006740187,0.0022112092,0.00009932839],"about_ca_topic_score_codex":0.0017943392,"about_ca_topic_score_gemma":0.0022011853,"teacher_disagreement_score":0.0017943392,"about_ca_system_score_codex":0.00022385943,"about_ca_system_score_gemma":0.00013678713,"threshold_uncertainty_score":0.0049288273},"labels":[],"label_agreement":null},{"id":"W2809351200","doi":"10.1108/ijsi-09-2017-0053","title":"A numerical and experimental study on the dynamical behavior of 3D-Panel Wall on Piloti RC Frame","year":2018,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Structural engineering; Earthquake shaking table; Stiffness; Frame (networking); Moment (physics); Deformation (meteorology); Displacement (psychology); Beam (structure); Finite element method; Engineering; Geology; Physics; Mechanical engineering; Classical mechanics","score_opus":0.032311308056475994,"score_gpt":0.31319119057057815,"score_spread":0.2808798825141022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809351200","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99605644,0.00002969915,0.0030508328,0.0000074200166,0.000009172893,0.000013894856,0.00007100675,0.00003885839,0.0007226801],"genre_scores_gemma":[0.99755126,0.000022230157,0.0017707412,0.0000026613081,0.0000018139426,0.000010709465,0.00007019056,0.000004370712,0.00056609994],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977285,0.000019558074,0.00001067344,0.000046703146,0.00010378021,0.00004640117],"domain_scores_gemma":[0.999747,0.000043368724,0.00004165689,0.00006525297,0.00007064497,0.00003205742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021656409,0.00032528758,0.00025819836,0.00029023804,0.00033412437,0.00020692972,0.00039029884,0.0003776993,0.0024512762],"category_scores_gemma":[0.00038248344,0.0001656651,0.00024535778,0.00018261351,0.0004918571,0.0002354573,0.0003036822,0.0002449707,0.000305229],"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":[0.00033446396,0.00024811676,0.012050882,0.00016526312,0.000017027895,0.0007334447,0.000494959,0.021519719,0.9500243,0.000337714,0.00024856438,0.013825684],"study_design_scores_gemma":[0.000060541322,0.004788847,0.15128769,0.00004724478,0.00007914238,0.00060589466,0.0016634628,0.19985895,0.637504,0.00025923073,0.0037517403,0.000093318704],"about_ca_topic_score_codex":0.0012542169,"about_ca_topic_score_gemma":0.0024830385,"teacher_disagreement_score":0.0024512762,"about_ca_system_score_codex":0.00015614023,"about_ca_system_score_gemma":0.00014050503,"threshold_uncertainty_score":0.008200347},"labels":[],"label_agreement":null},{"id":"W2888695836","doi":"10.1108/ijsi-12-2017-0069","title":"Analytical and numerical study of the serviceability performance of partial composite steel-FRP beams","year":2018,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Utah Agricultural Experiment Station","keywords":"Fibre-reinforced plastic; Structural engineering; Composite number; Serviceability (structure); Finite element method; Materials science; Deflection (physics); Slip (aerodynamics); Beam (structure); Composite construction; Composite material; Engineering","score_opus":0.016527477454340467,"score_gpt":0.2814114965619687,"score_spread":0.2648840191076282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2888695836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52630854,0.0005058269,0.4470023,0.00021983689,0.000051229876,0.00010195276,0.00017880234,0.00038969918,0.025241831],"genre_scores_gemma":[0.96810514,0.00012862985,0.02915439,0.00001624847,0.0000079476295,0.000045596695,0.00004504185,0.000021620754,0.0024753592],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979645,0.000038935505,0.000006523688,0.00002187621,0.00010640807,0.000029791398],"domain_scores_gemma":[0.9996232,0.00017028241,0.000063756175,0.000030741718,0.000098208606,0.0000138737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048495308,0.00034645517,0.00027866018,0.00048941234,0.0002815623,0.0003464849,0.00064941193,0.0006998265,0.0016113558],"category_scores_gemma":[0.0011893644,0.00018015507,0.00040791402,0.00031256545,0.00043209508,0.00034194216,0.0002926097,0.0003234932,0.00030976618],"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":[0.000040249965,0.000050537128,0.00171356,0.00008575177,0.000013369033,0.00018151141,0.00007606734,0.94688666,0.024731785,0.0056367624,0.0002576601,0.020325983],"study_design_scores_gemma":[0.0000019032609,0.000027200018,0.0003409185,0.000004091117,0.0000018711983,0.00002373702,0.000016535572,0.9975464,0.0015126831,0.00029233878,0.00022936659,0.0000029840844],"about_ca_topic_score_codex":0.0038821325,"about_ca_topic_score_gemma":0.003786553,"teacher_disagreement_score":0.0038821325,"about_ca_system_score_codex":0.00041696703,"about_ca_system_score_gemma":0.0006136757,"threshold_uncertainty_score":0.0077190995},"labels":[],"label_agreement":null},{"id":"W2971425820","doi":"10.1108/ijsi-07-2019-0065","title":"Consideration of the state of corrosion in seismic assessment of columns","year":2019,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Structural engineering; Deformation (meteorology); Residual; Envelope (radar); Delamination (geology); Bar (unit); Failure mode and effects analysis; Computer science; Geotechnical engineering; Geology; Materials science; Engineering; Composite material; Seismology","score_opus":0.010902440140932551,"score_gpt":0.2796647370619054,"score_spread":0.26876229692097287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2971425820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9711566,0.00033405016,0.026163697,0.00004348813,0.000006653741,0.000025978328,0.00013979612,0.000053806743,0.0020760477],"genre_scores_gemma":[0.99701095,0.00010496983,0.0024509684,0.0000053619096,0.0000032899363,0.000004318881,0.000059242662,0.000004070347,0.00035685074],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99920386,0.00026515668,0.000043608034,0.00009970258,0.0003309932,0.00005669867],"domain_scores_gemma":[0.99867105,0.0004032927,0.00032881877,0.00011396503,0.00043619986,0.000046667963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008885154,0.00037392072,0.00023831255,0.0005681528,0.0001746632,0.0005890569,0.00039516023,0.00036021948,0.00070957304],"category_scores_gemma":[0.0026722003,0.00016140168,0.00016232076,0.00032814036,0.0004835542,0.0003885553,0.00043704372,0.00019248207,0.00021281083],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00082294777,0.00013265456,0.35053897,0.0006557468,0.00018088025,0.00053758256,0.0006712193,0.12699115,0.36588126,0.0015467423,0.00043888937,0.15160191],"study_design_scores_gemma":[0.000012898911,0.0039053108,0.4365278,0.00012192759,0.00021748542,0.0015084413,0.0011545926,0.29112002,0.2604962,0.0010910769,0.0037687859,0.000075452415],"about_ca_topic_score_codex":0.002373488,"about_ca_topic_score_gemma":0.0049122465,"teacher_disagreement_score":0.002373488,"about_ca_system_score_codex":0.000309384,"about_ca_system_score_gemma":0.00033108224,"threshold_uncertainty_score":0.0047193766},"labels":[],"label_agreement":null},{"id":"W3092543737","doi":"10.1108/ijsi-05-2020-0050","title":"State of the art on geopolymer concrete","year":2020,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Geopolymer; Cementitious; Efflorescence; Geopolymer cement; Materials science; CLARITY; Cement; Construction engineering; Compressive strength; Engineering; Composite material","score_opus":0.02413562641590113,"score_gpt":0.2803873272369928,"score_spread":0.25625170082109167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3092543737","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0007178368,0.991962,0.0011780421,0.00040877258,0.0003123638,0.000017716506,0.00010514942,0.00002646951,0.005271612],"genre_scores_gemma":[0.0050087883,0.9923264,0.00089495914,0.00029107014,0.00026581035,0.00002190914,0.00016644491,0.000009100058,0.0010156909],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987723,0.00016855173,0.00021306975,0.0002705559,0.00049681973,0.00007861867],"domain_scores_gemma":[0.9960995,0.0024151118,0.0005931307,0.00016871432,0.0006416416,0.000081915256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014777805,0.00094816944,0.0013973555,0.0033807342,0.00040966214,0.0027094511,0.0012212348,0.0012842867,0.007039026],"category_scores_gemma":[0.0027363566,0.00065225497,0.0011920773,0.0034127205,0.0008448319,0.0025506697,0.0009951626,0.0011981232,0.0025753225],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010568477,0.000099944824,0.00038702364,0.096975766,0.00017008047,0.0002418124,0.0003045903,0.0011296427,0.00881102,0.012777313,0.01483394,0.86416316],"study_design_scores_gemma":[0.00000435665,0.0001707101,0.0009872126,0.022754643,0.0003555265,0.0006210104,0.00016526158,0.00020439686,0.0053020255,0.0031097755,0.9662939,0.00003120619],"about_ca_topic_score_codex":0.0016376036,"about_ca_topic_score_gemma":0.0017901583,"teacher_disagreement_score":0.007039026,"about_ca_system_score_codex":0.00083935476,"about_ca_system_score_gemma":0.0029010714,"threshold_uncertainty_score":0.023547947},"labels":[],"label_agreement":null},{"id":"W4200619611","doi":"10.1108/ijsi-08-2021-0083","title":"Response of multistory steel structure subjected to differential settlements of its foundation","year":2021,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Structural engineering; Settlement (finance); Foundation (evidence); Differential (mechanical device); Distortion (music); Finite element method; Engineering; Beam (structure); Geotechnical engineering; Computer science","score_opus":0.012329912186703007,"score_gpt":0.2668262548642523,"score_spread":0.25449634267754934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200619611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949774,0.000051891835,0.0036652472,0.000022138232,0.000021470622,0.000012353822,0.000044875716,0.000040707182,0.0011638743],"genre_scores_gemma":[0.9991872,0.000020958503,0.00038160555,0.000006861861,0.0000013237379,0.0000044999338,0.000038353213,0.0000046907003,0.000354484],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99965477,0.000031271247,0.00001586156,0.000053074244,0.0001636499,0.000081432874],"domain_scores_gemma":[0.9995741,0.00008483807,0.00008682304,0.00008269249,0.00010745689,0.000064018255],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037188194,0.00045776385,0.0004182423,0.00044531177,0.00037877436,0.0005001241,0.00042618756,0.00077096437,0.0025090326],"category_scores_gemma":[0.00093626184,0.00024751615,0.00038018724,0.00020428063,0.00065215176,0.00028613026,0.0005696358,0.00037986174,0.00040904558],"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":[0.001213715,0.0002650963,0.027253153,0.00021624587,0.00007445932,0.0024651072,0.000685494,0.3655784,0.56963617,0.00096193765,0.0006073383,0.031042796],"study_design_scores_gemma":[0.00008941746,0.0043117367,0.12902465,0.00008051712,0.00010286214,0.0010691958,0.0019987011,0.6213184,0.23767518,0.0011877076,0.0030569339,0.00008471051],"about_ca_topic_score_codex":0.0014047407,"about_ca_topic_score_gemma":0.001663888,"teacher_disagreement_score":0.0025090326,"about_ca_system_score_codex":0.0003656008,"about_ca_system_score_gemma":0.00035157567,"threshold_uncertainty_score":0.008393526},"labels":[],"label_agreement":null},{"id":"W4214523293","doi":"10.1108/ijsi-01-2022-0004","title":"An investigation of the effects of aspect ratio and opening on CSPSW and TSCSW","year":2022,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Dissipation; Structural engineering; Shear wall; Stiffness; Ductility (Earth science); Shear (geology); Composite number; Aspect ratio (aeronautics); Composite material; Steel plate shear wall; Square (algebra); Core (optical fiber); Engineering; Creep; Geometry; Mathematics","score_opus":0.008138827898855986,"score_gpt":0.2454769027832569,"score_spread":0.23733807488440092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214523293","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9897456,0.00019774916,0.0077583245,0.000010587814,0.000011595062,0.000011864927,0.00005000092,0.00006921335,0.002145049],"genre_scores_gemma":[0.9981499,0.000070120455,0.0015276095,0.0000028441145,0.0000018683829,0.0000035151122,0.000025172852,0.000010724725,0.00020827363],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997981,0.000028477883,0.000013511838,0.000038077465,0.000080002595,0.00004191295],"domain_scores_gemma":[0.9992842,0.00027353174,0.00021495136,0.00007737083,0.000098661774,0.000051342577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019880214,0.0003385444,0.00021907307,0.00019398311,0.00013206578,0.00038361532,0.00022254745,0.00023043266,0.0012291846],"category_scores_gemma":[0.00095405243,0.00020489375,0.0002720773,0.00014171035,0.0002829584,0.00031239743,0.00032187812,0.00020905105,0.00017631323],"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":[0.000667189,0.00014301908,0.04368578,0.00035281508,0.00005780692,0.001447576,0.00016366971,0.12695645,0.77681947,0.0013082506,0.00023539124,0.048162565],"study_design_scores_gemma":[0.00003622704,0.0020551165,0.12268303,0.00006290782,0.00024539142,0.001905349,0.000500356,0.22768794,0.63846225,0.0007190396,0.0055688615,0.00007353715],"about_ca_topic_score_codex":0.0003529305,"about_ca_topic_score_gemma":0.00067292404,"teacher_disagreement_score":0.0012291846,"about_ca_system_score_codex":0.00012927558,"about_ca_system_score_gemma":0.00019248683,"threshold_uncertainty_score":0.004112065},"labels":[],"label_agreement":null},{"id":"W4315491907","doi":"10.1108/ijsi-09-2022-0115","title":"Experimental investigation on structural response of multi-story buildings subjected to differential settlement of its foundations","year":2023,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Settlement (finance); Foundation (evidence); Differential (mechanical device); Structural engineering; Distortion (music); Engineering; Geotechnical engineering; Civil engineering; Computer science; Law","score_opus":0.0435069203580788,"score_gpt":0.33291505360465073,"score_spread":0.28940813324657194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315491907","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99840647,0.00001971521,0.0011493186,0.0000072665284,0.000008658513,0.000015287931,0.000042528885,0.00001071368,0.0003400483],"genre_scores_gemma":[0.99895406,0.000018293416,0.00057026744,0.000005269644,0.0000022132047,0.000011962339,0.000041990417,0.000002592787,0.00039330724],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958307,0.00005523939,0.000021971264,0.000074217896,0.00017102667,0.00009460774],"domain_scores_gemma":[0.9994031,0.00016432408,0.00011386012,0.00013126848,0.000115339026,0.00007210893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030483116,0.00043062953,0.00025533047,0.00028040606,0.0003317097,0.00018828941,0.00041490362,0.00054681697,0.0041987495],"category_scores_gemma":[0.00063811196,0.00023444096,0.00027445075,0.00015028684,0.00058782444,0.00027316663,0.00053312466,0.00045810585,0.00025556135],"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":[0.0011564111,0.0007072253,0.0038448826,0.00009000214,0.000016380403,0.00031737515,0.00024253142,0.0075301733,0.98153746,0.00018222959,0.00007301835,0.0043022656],"study_design_scores_gemma":[0.00011532035,0.023016589,0.05653461,0.000033136457,0.00007603319,0.0005559782,0.0012443468,0.02634113,0.8905695,0.00025834018,0.0012192908,0.00003571184],"about_ca_topic_score_codex":0.00041074675,"about_ca_topic_score_gemma":0.0006838304,"teacher_disagreement_score":0.0041987495,"about_ca_system_score_codex":0.00014107882,"about_ca_system_score_gemma":0.00014733312,"threshold_uncertainty_score":0.014046252},"labels":[],"label_agreement":null},{"id":"W4401016648","doi":"10.1108/ijsi-03-2024-0051","title":"Innovative multi-setup modal analysis using random decrement technique: a novel approach for enhanced structural characterization","year":2024,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Characterization (materials science); Modal; Structural engineering; Modal analysis; Materials science; Computer science; Engineering; Finite element method; Composite material; Nanotechnology","score_opus":0.05534550100303167,"score_gpt":0.37462753361712275,"score_spread":0.3192820326140911,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401016648","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030270338,0.00007461633,0.9682722,0.000025781965,0.000011767675,0.000043481334,0.000039444243,0.0005771159,0.0006851873],"genre_scores_gemma":[0.34127417,0.00007908567,0.656944,0.00003668325,0.000014397215,0.00009520195,0.00016136045,0.00013580502,0.0012593982],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992823,0.00012603447,0.00002996517,0.0001387182,0.00037194992,0.000051014784],"domain_scores_gemma":[0.99921215,0.00022370329,0.00017902885,0.00018698757,0.00016614248,0.000031909272],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000681639,0.0005497196,0.00035351273,0.0013666196,0.00030717353,0.00045428556,0.001094398,0.0005679054,0.0023336778],"category_scores_gemma":[0.0012529059,0.00034355064,0.00062336755,0.0006654781,0.00039879905,0.0010478752,0.0007643706,0.0005088858,0.00056407787],"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":[0.0004185873,0.00022692712,0.0059874803,0.00030047723,0.00010850987,0.00020515082,0.0003956417,0.052074563,0.45452577,0.0060247607,0.00093181746,0.4788003],"study_design_scores_gemma":[0.000022919552,0.00044383298,0.011155882,0.000028556206,0.00006208608,0.0007042481,0.00018580646,0.81698626,0.16112213,0.0019023014,0.0072979545,0.00008798045],"about_ca_topic_score_codex":0.0005317065,"about_ca_topic_score_gemma":0.0014007738,"teacher_disagreement_score":0.0023336778,"about_ca_system_score_codex":0.00029860143,"about_ca_system_score_gemma":0.0003692862,"threshold_uncertainty_score":0.007806897},"labels":[],"label_agreement":null}]}