{"meta":{"query_hash":"eff59aa29c67","filters":{"venue":"International Review of Civil Engineering (IRECE)"},"cohort_total":4,"direct_labels_cover":0,"predictions_cover":4,"exported":4,"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/eff59aa29c67","api":"https://metacan.xera.ac/api/v1/cohort?venue=International+Review+of+Civil+Engineering+%28IRECE%29"},"results":[{"id":"W1484074344","doi":"10.15866/irece.v5i4.3091","title":"Shear Capacity of Steel Plates with a Square Opening","year":2014,"lang":"en","type":"article","venue":"International Review of Civil Engineering (IRECE)","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Structural engineering; Materials science; Buckling; Stiffness; Shear (geology); Finite element method; Parametric statistics; Deflection (physics); Square (algebra); Composite material; Engineering; Geometry; Mathematics","score_opus":0.007555472488674065,"score_gpt":0.20990251584814035,"score_spread":0.2023470433594663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1484074344","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":[0.883031,0.026153222,0.05984167,0.0004027482,0.0016398486,0.0007366826,0.00011826848,0.00084091135,0.027235633],"genre_scores_gemma":[0.99317324,0.0016858951,0.0049348935,0.000021624579,0.0000755984,0.000012812144,0.000017578033,0.000039447223,0.000038911516],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998749,0.0000162475,0.00048087284,0.00016497579,0.00042141706,0.00016748658],"domain_scores_gemma":[0.9992202,0.00014501651,0.00011912819,0.0002564775,0.00019698497,0.0000621979],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027469787,0.00020379001,0.00048505756,0.00016588715,0.000013100359,0.000015225529,0.00034777625,0.000047048652,0.00023976045],"category_scores_gemma":[0.0003271524,0.00017708808,0.00014170703,0.00026550217,0.000028241631,0.00014638125,0.00004094989,0.00017302418,0.00000949568],"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":[0.000027225664,0.00004384694,0.005173589,0.02580203,0.0018025103,0.0000074761915,0.0003753786,0.8473276,0.096090436,0.007030791,0.0012222645,0.015096853],"study_design_scores_gemma":[0.0011972779,0.00021069193,0.032361966,0.056220166,0.00047026805,0.00011459378,0.00003107182,0.72235197,0.14674418,0.00019094192,0.038796254,0.0013105974],"about_ca_topic_score_codex":0.00004785633,"about_ca_topic_score_gemma":0.000024631163,"teacher_disagreement_score":0.12497561,"about_ca_system_score_codex":0.000070916714,"about_ca_system_score_gemma":0.000010659247,"threshold_uncertainty_score":0.7221442},"labels":[],"label_agreement":null},{"id":"W2555618041","doi":"10.15866/irece.v7i4.10758","title":"A Dynamic Finite Element for Coupled Extensional-Torsional Vibration of Uniform Composite Thin-Walled Beams","year":2016,"lang":"en","type":"article","venue":"International Review of Civil Engineering (IRECE)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"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":"Finite element method; Vibration; Torsion (gastropod); Composite number; Direct stiffness method; Structural engineering; Stiffness; Stiffness matrix; Natural frequency; Timoshenko beam theory; Virtual work; Beam (structure); Materials science; Physics; Composite material; Engineering; Acoustics","score_opus":0.004109668977312691,"score_gpt":0.22005084686273885,"score_spread":0.21594117788542616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2555618041","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006067741,0.0063710934,0.9852199,0.00055522623,0.0007146327,0.00044656816,0.00014196457,0.00009550384,0.00038738214],"genre_scores_gemma":[0.95580643,0.013460053,0.029858023,0.00010394833,0.00009717468,0.000054536333,0.0004554458,0.000051509145,0.00011285305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99850094,0.000010087645,0.00074581057,0.00017420128,0.0004226648,0.0001463182],"domain_scores_gemma":[0.998832,0.00027859744,0.00019814866,0.0001932499,0.00044539585,0.000052617303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025749046,0.00019943778,0.00041143637,0.00020116325,0.000021424712,0.00001070398,0.00023555341,0.000053766318,0.0003781486],"category_scores_gemma":[0.00015617035,0.00015390331,0.0002514117,0.0001806709,0.000017134817,0.00017111626,0.000039054983,0.00006073907,0.00000395492],"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":[0.000037952937,0.000048204387,0.0000806489,0.0023274464,0.0004840906,9.075009e-7,0.000038134585,0.9251963,0.061476294,0.002709944,0.0006445505,0.006955562],"study_design_scores_gemma":[0.00054384704,0.00003980885,0.0010811442,0.0046333396,0.000094058836,0.000004081849,0.0000014715941,0.9836219,0.0024940732,0.00017627382,0.007118135,0.00019187204],"about_ca_topic_score_codex":0.0000034094376,"about_ca_topic_score_gemma":0.000016711167,"teacher_disagreement_score":0.95536184,"about_ca_system_score_codex":0.00014518973,"about_ca_system_score_gemma":0.000025085097,"threshold_uncertainty_score":0.6275995},"labels":[],"label_agreement":null},{"id":"W2766600555","doi":"10.15866/irece.v8i5.12862","title":"Assessment of Piano Key Weirs Cost-Effectiveness: a Moroccan Case Study","year":2017,"lang":"en","type":"article","venue":"International Review of Civil Engineering (IRECE)","topic":"Hydraulic flow and structures","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":"Ministry of Transportation of Ontario","funders":"","keywords":"Siltation; Weir; Environmental science; Context (archaeology); Flood myth; Hydrology (agriculture); Civil engineering; Water resource management; Engineering; Geotechnical engineering; Geology; Geography","score_opus":0.017090508917735187,"score_gpt":0.3239030040246979,"score_spread":0.30681249510696273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2766600555","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":[0.9345269,0.010825912,0.024795834,0.000099917226,0.00356895,0.0020234843,0.00010119637,0.00024190331,0.023815894],"genre_scores_gemma":[0.9966935,0.0025110152,0.0005237364,0.000011248392,0.00009624212,0.000099267214,0.000008235195,0.00003460333,0.00002218761],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987397,0.00003136262,0.00049638824,0.00017899944,0.00039058414,0.00016295793],"domain_scores_gemma":[0.9989764,0.0001221844,0.00016070687,0.0004955687,0.00017155775,0.0000735951],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004836467,0.00021875395,0.00050362875,0.00011861866,0.00004113781,0.00003266636,0.00050464476,0.000046295754,0.00016815135],"category_scores_gemma":[0.0003118829,0.0002060925,0.00015092852,0.00006702788,0.000030308156,0.00017426525,0.000083211,0.00017788194,0.0000029398832],"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":[0.000033507902,0.00083018234,0.05903999,0.04694576,0.004540945,0.0026835983,0.0013333759,0.72803587,0.013590965,0.006413013,0.0025934468,0.13395932],"study_design_scores_gemma":[0.0037308582,0.0004608244,0.4430588,0.032242276,0.00050728314,0.0015193879,0.00020831455,0.4601338,0.0043984475,0.00012659226,0.052004077,0.0016093496],"about_ca_topic_score_codex":0.00013162139,"about_ca_topic_score_gemma":0.00014340717,"teacher_disagreement_score":0.3840188,"about_ca_system_score_codex":0.00012315529,"about_ca_system_score_gemma":0.000035786263,"threshold_uncertainty_score":0.84042084},"labels":[],"label_agreement":null},{"id":"W4407352943","doi":"10.15866/irece.v15i5.24986","title":"Projection of the Carbonation Depths and its Probability of Corrosion Initiation for the Uncracked and Cracked Concrete","year":2024,"lang":"en","type":"article","venue":"International Review of Civil Engineering (IRECE)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Research Council Canada","keywords":"Carbonation; Corrosion; Materials science; Projection (relational algebra); Composite material; Structural engineering; Engineering; Computer science","score_opus":0.014881629586783091,"score_gpt":0.2480764074419515,"score_spread":0.2331947778551684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407352943","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":[0.8336047,0.12092769,0.03499089,0.0015918864,0.0037305641,0.003766394,0.0002479958,0.00023841842,0.0009014403],"genre_scores_gemma":[0.9900529,0.009640856,0.00014514614,0.000016910899,0.00003679773,0.00006795063,0.000011677885,0.000013896035,0.000013894618],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909663,0.000026542797,0.0004469357,0.00013427393,0.00022684575,0.0000687903],"domain_scores_gemma":[0.9989189,0.0005509131,0.00009474627,0.00013358415,0.00028186897,0.000020017682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061941217,0.000109685134,0.00020107807,0.000057731948,0.000019192561,0.000012411581,0.00011546057,0.000046623732,0.000020639633],"category_scores_gemma":[0.0011202438,0.00007384784,0.00009269311,0.00018353705,0.000041115407,0.00012421864,0.00004167335,0.00010048152,2.1355355e-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":[0.0001797244,0.000043165026,0.003907842,0.15674245,0.00039996207,8.9025804e-7,0.0024872941,0.016419416,0.6628354,0.04167422,0.001571952,0.11373766],"study_design_scores_gemma":[0.00029523228,0.000051503204,0.010087808,0.0077822353,0.00012321919,0.0000107895685,0.000018176866,0.94536275,0.030080775,0.00037631555,0.0056621605,0.00014901992],"about_ca_topic_score_codex":0.00000754472,"about_ca_topic_score_gemma":0.000020863648,"teacher_disagreement_score":0.92894334,"about_ca_system_score_codex":0.000057048055,"about_ca_system_score_gemma":0.000033060882,"threshold_uncertainty_score":0.30114275},"labels":[],"label_agreement":null}]}