{"meta":{"query_hash":"adb732a5fa4b","filters":{"venue":"ESIS publication"},"cohort_total":3,"direct_labels_cover":0,"predictions_cover":3,"exported":3,"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/adb732a5fa4b","api":"https://metacan.xera.ac/api/v1/cohort?venue=ESIS+publication"},"results":[{"id":"W1486396570","doi":"10.1016/s1566-1369(02)80043-7","title":"The toughness transition curve of a ship steel","year":2002,"lang":"en","type":"book-chapter","venue":"ESIS publication","topic":"Fatigue and fracture mechanics","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":"Defence Research and Development Canada","funders":"","keywords":"Materials science; Toughness; Composite material","score_opus":0.01935644082615498,"score_gpt":0.19700732263992976,"score_spread":0.17765088181377478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1486396570","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10113318,0.004736346,0.08208817,0.0013144736,0.0006540576,0.00010341896,0.0011310655,0.0011391356,0.80770004],"genre_scores_gemma":[0.58282685,0.006148435,0.024571268,0.00043317562,0.00025049798,0.00006878435,0.0010675736,0.00089172827,0.3837417],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998565,0.000005907611,0.0000028909376,0.000023055214,0.000096943964,0.000014832511],"domain_scores_gemma":[0.99974555,0.00008350453,0.000019271707,0.000024608937,0.0001061602,0.000020874817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014519275,0.00027772895,0.00021219326,0.0012170183,0.00046088544,0.00085750426,0.0006915794,0.0005757092,0.014471146],"category_scores_gemma":[0.0009729555,0.00023583678,0.00026236137,0.0008409988,0.00078350375,0.00062953896,0.00038909054,0.001170335,0.0031298925],"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":[0.00020619376,0.000080156664,0.0011636823,0.00039611614,0.000016547889,0.00074015843,0.0009973228,0.082121424,0.15800661,0.41515315,0.04687028,0.2942483],"study_design_scores_gemma":[0.000027643695,0.0003845346,0.015558888,0.0003556306,0.000018725648,0.0022136245,0.0006374619,0.244445,0.054800514,0.20543303,0.47601736,0.000107688094],"about_ca_topic_score_codex":0.00591812,"about_ca_topic_score_gemma":0.0035175502,"teacher_disagreement_score":0.014471146,"about_ca_system_score_codex":0.000827335,"about_ca_system_score_gemma":0.00087571715,"threshold_uncertainty_score":0.048410773},"labels":[],"label_agreement":null},{"id":"W1508096465","doi":"10.1016/s1566-1369(03)80008-0","title":"The influence of static mean stresses applied normal to the maximum shear planes in multiaxial fatigue","year":2003,"lang":"en","type":"book-chapter","venue":"ESIS publication","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Canadian Armed Forces","keywords":"Materials science; Amplitude; Composite material; Shear (geology); Shear stress; Stress concentration; Structural engineering; Fracture mechanics; Optics; Engineering","score_opus":0.012714411954508802,"score_gpt":0.2078949148128486,"score_spread":0.1951805028583398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1508096465","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":[0.7630925,0.043924287,0.06470333,0.0006771054,0.0007636831,0.00005871693,0.00022872922,0.0004312504,0.12612043],"genre_scores_gemma":[0.97400993,0.0048351367,0.0022751316,0.000047846035,0.00017244354,0.000012577694,0.000048964142,0.000090348054,0.01850761],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984884,0.000023308792,0.0000057499187,0.000020190477,0.00008077392,0.00002108193],"domain_scores_gemma":[0.99954635,0.00029253715,0.00003174551,0.00003699623,0.000071807954,0.000020578975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033224298,0.0004777409,0.0006922002,0.00036553008,0.0004044356,0.0006720466,0.00042724638,0.00052829605,0.003116165],"category_scores_gemma":[0.0011005161,0.0003803935,0.00040798596,0.00031918596,0.0007171445,0.00062763505,0.00035994075,0.00042737182,0.0003072775],"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":[0.0009352773,0.00029316245,0.0018125126,0.00074407435,0.00009186343,0.0008090388,0.00066604605,0.21669604,0.46689433,0.040276043,0.003670447,0.2671112],"study_design_scores_gemma":[0.00009785011,0.0022785054,0.044484515,0.0002641253,0.0002907335,0.001960158,0.000745147,0.5143683,0.3270333,0.08115213,0.027089538,0.00023576133],"about_ca_topic_score_codex":0.0013653823,"about_ca_topic_score_gemma":0.0020370618,"teacher_disagreement_score":0.003116165,"about_ca_system_score_codex":0.00043344346,"about_ca_system_score_gemma":0.00024853394,"threshold_uncertainty_score":0.010424614},"labels":[],"label_agreement":null},{"id":"W1552606400","doi":"10.1016/s1566-1369(03)80115-2","title":"Fracture Toughness of Angle Ply Laminates","year":2003,"lang":"en","type":"book-chapter","venue":"ESIS publication","topic":"Mechanical Behavior of Composites","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Epoxy; Fracture toughness; Isotropy; Composite laminates; Fracture (geology); Toughness; Composite number","score_opus":0.011665748419289435,"score_gpt":0.21212037657962532,"score_spread":0.20045462816033588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1552606400","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":[0.7580429,0.020343214,0.060731452,0.00049204036,0.00044105353,0.000057246918,0.0007391481,0.00030782734,0.15884505],"genre_scores_gemma":[0.9139047,0.0033670662,0.006029047,0.00006744657,0.000066647066,0.000041378982,0.00038332073,0.00016634083,0.07597395],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997869,0.000009166455,0.0000040470745,0.00004055047,0.00013322095,0.00002609886],"domain_scores_gemma":[0.9997782,0.000108163236,0.000027723303,0.00001881062,0.00005628554,0.000010785005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024645292,0.0002524918,0.00028355903,0.0008591953,0.0003899786,0.00058362744,0.0004888083,0.00040220353,0.0060291914],"category_scores_gemma":[0.00057231117,0.00036066104,0.00022022973,0.0003762557,0.000435544,0.0005371673,0.00031174024,0.0007486626,0.00077399536],"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":[0.00027893775,0.00006593483,0.0008443014,0.0003841793,0.000026538039,0.00040047828,0.0004519121,0.021246612,0.84301066,0.038512785,0.0032236774,0.091553934],"study_design_scores_gemma":[0.00001984568,0.00040010293,0.01777359,0.00019122745,0.000021711076,0.0013190939,0.00035870745,0.054818053,0.848596,0.030998139,0.045427434,0.000076116834],"about_ca_topic_score_codex":0.00055543653,"about_ca_topic_score_gemma":0.00090515066,"teacher_disagreement_score":0.0060291914,"about_ca_system_score_codex":0.00035160515,"about_ca_system_score_gemma":0.00017412394,"threshold_uncertainty_score":0.020169616},"labels":[],"label_agreement":null}]}