{"meta":{"query_hash":"3162961c3a2b","filters":{"venue":"Publication of: American Concrete Institute"},"cohort_total":2,"direct_labels_cover":0,"predictions_cover":2,"exported":2,"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/3162961c3a2b","api":"https://metacan.xera.ac/api/v1/cohort?venue=Publication+of%3A+American+Concrete+Institute"},"results":[{"id":"W2159620443","doi":"","title":"ANALYSIS OF UCSD COLUMNS BY MODIFIED COMPRESSION FIELD THEORY. IN: FINITE ELEMENT ANALYSES OF REINFORCED CONCRETE STRUCTURES","year":2001,"lang":"en","type":"article","venue":"Publication of: American Concrete Institute","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Finite element method; Structural engineering; Compression (physics); Reinforced concrete; Field (mathematics); Nonlinear system; Computer science; Engineering; Mathematics; Materials science; Composite material; Physics","score_opus":0.021039256585489177,"score_gpt":0.28663385292233634,"score_spread":0.2655945963368472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2159620443","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":[0.97205377,0.00020529363,0.02325614,0.00012855508,0.000072064715,0.00023038445,0.00016127377,0.00009444218,0.0037980762],"genre_scores_gemma":[0.99780285,0.00018702706,0.0013303956,0.000096644726,0.000016268263,0.00002601241,0.00042648576,0.00001731531,0.000097027056],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978183,0.000100893994,0.0010967532,0.0003018575,0.00041295154,0.0002692731],"domain_scores_gemma":[0.9976986,0.00039628363,0.0007460262,0.000691141,0.0003633267,0.00010459096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026928764,0.00024113487,0.00095713057,0.0010441659,0.000042072435,0.000028210115,0.0004721597,0.00009040639,0.00025637215],"category_scores_gemma":[0.00044121608,0.00023578775,0.00027283028,0.003649375,0.0003789774,0.00028811788,0.00006779273,0.00017574141,0.0000010376167],"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":[0.00018310235,0.000002115927,0.013929524,0.00008655408,0.0032014337,0.0000016248772,0.00047251643,0.35707214,0.6137195,0.0051355218,0.00047231858,0.005723644],"study_design_scores_gemma":[0.00077481894,0.00013960815,0.01367036,0.000051318915,0.0012565358,0.0000012955677,0.00031170185,0.5459076,0.4355355,0.000050788996,0.0018743058,0.00042614745],"about_ca_topic_score_codex":0.0033995148,"about_ca_topic_score_gemma":0.00006286719,"teacher_disagreement_score":0.1888355,"about_ca_system_score_codex":0.000076276745,"about_ca_system_score_gemma":0.000049056205,"threshold_uncertainty_score":0.96151453},"labels":[],"label_agreement":null},{"id":"W844817610","doi":"","title":"CONTROLLING PLASTIC AND AUTOGENOUS SHRINKAGE IN HIGH-PERFORMANCE CONCRETE STRUCTURES BY AN EARLY WATER CURING. IN: AUTOGENOUS DEFORMATION OF CONCRETE","year":2004,"lang":"en","type":"article","venue":"Publication of: American Concrete Institute","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Shrinkage; Curing (chemistry); Cracking; Materials science; Composite material; Cement; Forensic engineering; Engineering","score_opus":0.007947462912627198,"score_gpt":0.19858252536320808,"score_spread":0.19063506245058087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W844817610","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":[0.9974783,0.0003071923,0.0009528858,0.00009395786,0.00020251516,0.00055030524,0.00008595867,0.00016673979,0.00016215218],"genre_scores_gemma":[0.9981574,0.00019068102,0.0012201823,0.00006647617,0.000039041217,0.00009323307,0.00017973965,0.000045679855,0.000007611099],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99782246,0.000037626633,0.0009751952,0.00035274087,0.0002936746,0.00051828165],"domain_scores_gemma":[0.9989674,0.000041291973,0.00026489518,0.0003825054,0.00019122512,0.00015266347],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00027992312,0.00033079903,0.00066885736,0.00040042802,0.000078063786,0.000079216574,0.00033099027,0.00012663868,0.000021433894],"category_scores_gemma":[0.000047280315,0.0002944994,0.000050118422,0.00043322155,0.0005038045,0.0012586574,0.00006647827,0.00029838725,0.0000051474685],"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":[0.00039370693,0.000007299348,0.04062604,0.0005787775,0.00013872665,0.000014633027,0.0077865096,0.046060037,0.8820169,0.0017584073,0.000013041748,0.02060593],"study_design_scores_gemma":[0.011068931,0.002103899,0.11582839,0.00043545867,0.00017840488,0.00007634027,0.0008655611,0.1116728,0.7529357,0.00006882569,0.0027349659,0.002030725],"about_ca_topic_score_codex":0.00358169,"about_ca_topic_score_gemma":0.00006994105,"teacher_disagreement_score":0.12908119,"about_ca_system_score_codex":0.00020600397,"about_ca_system_score_gemma":0.00010181348,"threshold_uncertainty_score":0.9999507},"labels":[],"label_agreement":null}]}