{"meta":{"query_hash":"ff0594975cf8","filters":{"venue":"American journal of civil engineering and architecture"},"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/ff0594975cf8","api":"https://metacan.xera.ac/api/v1/cohort?venue=American+journal+of+civil+engineering+and+architecture"},"results":[{"id":"W1162212589","doi":"10.12691/ajcea-3-4-1","title":"Adfreeze Forces on Lightly Loaded Pile Foundations of Solar PV Farms in Cold Regions","year":2015,"lang":"en","type":"article","venue":"American journal of civil engineering and architecture","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":4,"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":"Renewable energy; Photovoltaic system; Solar energy; Engineering; Zero-energy building; Photovoltaics; Feed-in tariff; Electricity generation; Environmental science; Electrical engineering; Energy policy; Power (physics)","score_opus":0.009837852557435661,"score_gpt":0.20729659442974796,"score_spread":0.1974587418723123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1162212589","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":[0.84040886,0.00061751105,0.0014679404,0.0028496052,0.00023124657,0.00007076222,0.00077206444,0.00010455445,0.15347752],"genre_scores_gemma":[0.9494659,0.00039463473,0.0006146834,0.00022263355,0.0000369628,0.000017496226,0.00046363374,0.000031198815,0.048752807],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997484,0.000024375106,0.0000038412554,0.00002874276,0.000075410346,0.000119184406],"domain_scores_gemma":[0.9996903,0.000021704907,0.00003576013,0.000015015077,0.00008453738,0.00015278994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024644588,0.00016269156,0.00012645456,0.00046432723,0.00270346,0.0010621597,0.0004856,0.0004752247,0.019383134],"category_scores_gemma":[0.00035739903,0.00012542252,0.00018829084,0.0004464896,0.0005200739,0.00056635693,0.0012827244,0.0007018476,0.0019999004],"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":[0.0011098393,0.0008167946,0.35648984,0.00092105614,0.00010871178,0.02151929,0.02032448,0.013419634,0.04475004,0.027838245,0.17942755,0.33327454],"study_design_scores_gemma":[0.000039106042,0.0005012813,0.5690939,0.00032074554,0.000031919888,0.0013736706,0.05413962,0.005293955,0.003524552,0.0025233715,0.363093,0.00006489289],"about_ca_topic_score_codex":0.044981487,"about_ca_topic_score_gemma":0.15935263,"teacher_disagreement_score":0.044981487,"about_ca_system_score_codex":0.0012171436,"about_ca_system_score_gemma":0.0015238479,"threshold_uncertainty_score":0.08943933},"labels":[],"label_agreement":null},{"id":"W2309687540","doi":"10.12691/ajcea-4-1-6","title":"A Comparative Analysis of Codes Prediction of Shear Resistance in Beams without Shear Reinforcement","year":2016,"lang":"en","type":"article","venue":"American journal of civil engineering and architecture","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":7,"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":"Eurocode; Shear (geology); Structural engineering; Reinforcement; Compressive strength; Shear strength (soil); Building code; Flexural strength; Reinforced concrete; Geotechnical engineering; Engineering; Materials science; Geology; Composite material","score_opus":0.005916338743852516,"score_gpt":0.21384764684125426,"score_spread":0.20793130809740173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2309687540","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":[0.9855479,0.00026728256,0.009239806,0.000026606984,0.000008690898,0.000024327663,0.00096920837,0.00047407186,0.0034420998],"genre_scores_gemma":[0.9954277,0.000097006305,0.0029865846,0.000005296958,0.000001466749,0.000016324931,0.0010221743,0.00004014878,0.00040334353],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99855167,0.00013723917,0.0000895573,0.0001850436,0.00096423854,0.00007235542],"domain_scores_gemma":[0.9920316,0.0036195237,0.0008834605,0.0007824362,0.0025898216,0.00009310495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015354538,0.0006777511,0.00032967216,0.0021418384,0.00017349584,0.00035397426,0.0007119312,0.00050614815,0.00071922137],"category_scores_gemma":[0.005715836,0.00031240427,0.0005529502,0.0010482086,0.00030909744,0.0004744948,0.00023094889,0.0002433906,0.00032195577],"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":[0.0008382939,0.00020612983,0.29769278,0.00036894414,0.00015738944,0.00028735425,0.00035037127,0.54331326,0.041460034,0.0012497872,0.0016973608,0.11237829],"study_design_scores_gemma":[0.000026755399,0.0007485557,0.35381714,0.00007814977,0.000096573254,0.00018248615,0.00020766453,0.5674067,0.074597195,0.0004222908,0.0023357647,0.000080752405],"about_ca_topic_score_codex":0.016117666,"about_ca_topic_score_gemma":0.020783737,"teacher_disagreement_score":0.016117666,"about_ca_system_score_codex":0.0010599666,"about_ca_system_score_gemma":0.0007160505,"threshold_uncertainty_score":0.03204769},"labels":[],"label_agreement":null},{"id":"W4387642076","doi":"10.12691/ajcea-11-4-2","title":"Passive Cooling Techniques in Historical Building Versus Contemporary Bio Mimic Concepts: An Overview","year":2023,"lang":"en","type":"article","venue":"American journal of civil engineering and architecture","topic":"Building Energy and Comfort Optimization","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":"Architectural engineering; Engineering; Forensic engineering; Construction engineering; Mechanical engineering","score_opus":0.014803321858075934,"score_gpt":0.24793309620832785,"score_spread":0.23312977435025192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387642076","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":[0.006715903,0.9472379,0.015364655,0.00079664425,0.0006685976,0.000032182128,0.000038042683,0.000033392647,0.02911264],"genre_scores_gemma":[0.053539988,0.92661166,0.0108974865,0.0005558555,0.00076737953,0.000081604434,0.00007542528,0.00003370176,0.0074369456],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996687,0.00008505131,0.000024764304,0.000067417095,0.00012364794,0.000030380834],"domain_scores_gemma":[0.9998067,0.000114051974,0.00002250087,0.000009554911,0.000037404316,0.00000980382],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047930068,0.00061665586,0.0005903485,0.0020434319,0.0004193186,0.001705773,0.00063346856,0.0010903869,0.0027642997],"category_scores_gemma":[0.00041526018,0.00034309045,0.0004634634,0.0020219511,0.001444683,0.0022083372,0.0007078545,0.0010250694,0.0007485267],"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":[0.00012300735,0.00018186538,0.0014308599,0.021210656,0.000071157585,0.0004827962,0.0016794994,0.007440423,0.015035515,0.17671677,0.010080125,0.7655473],"study_design_scores_gemma":[0.000004560706,0.00018413024,0.0015087071,0.0024574874,0.00003701181,0.0013315799,0.0005807842,0.0012103077,0.0032042204,0.014385905,0.9750608,0.00003439145],"about_ca_topic_score_codex":0.00084951107,"about_ca_topic_score_gemma":0.0012898006,"teacher_disagreement_score":0.0027642997,"about_ca_system_score_codex":0.00087637955,"about_ca_system_score_gemma":0.00070929754,"threshold_uncertainty_score":0.009247541},"labels":[],"label_agreement":null}]}