{"meta":{"query_hash":"16b137fe4a20","filters":{"venue":"12th International Conference on Structural Analysis of Historical Constructions"},"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/16b137fe4a20","api":"https://metacan.xera.ac/api/v1/cohort?venue=12th+International+Conference+on+Structural+Analysis+of+Historical+Constructions"},"results":[{"id":"W4205091286","doi":"10.23967/sahc.2021.262","title":"Structural Evaluation and Maintenance of Brooks Aqueduct Historic Site","year":2021,"lang":"en","type":"article","venue":"12th International Conference on Structural Analysis of Historical Constructions","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"University of Calgary","keywords":"Aqueduct; Cracking; Finite element method; Engineering; Structural engineering; Reinforced concrete; Forensic engineering; Civil engineering; Geotechnical engineering; Geology; Archaeology; Geography; Materials science","score_opus":0.031636429070142066,"score_gpt":0.26736957262728245,"score_spread":0.23573314355714037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205091286","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":[0.98570853,0.0005984638,0.0017101261,0.00024235967,0.0021402584,0.00008532747,0.00021258203,0.00008149826,0.009220876],"genre_scores_gemma":[0.9975984,0.00008824007,0.0017302836,0.000008948539,0.00006204612,0.0000073083747,0.00012929521,0.000011605287,0.00036386313],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984391,0.00003901971,0.0005512852,0.000286348,0.00052370917,0.00016054454],"domain_scores_gemma":[0.99859107,0.0000649962,0.00015180846,0.0002561801,0.00084361737,0.00009230567],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00010237693,0.00019712643,0.00047302054,0.00049682235,0.00006799953,0.000020830003,0.00016550487,0.00008540702,0.00096333557],"category_scores_gemma":[0.00013767439,0.00018955646,0.00021704455,0.00068407465,0.00012009101,0.00013493493,0.000035803736,0.0002095653,0.0000020672762],"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":[0.0001812248,0.00006692346,0.027007718,0.000254847,0.009203145,0.00002640424,0.0015639856,0.4375196,0.10590255,0.31032676,0.0024321608,0.10551467],"study_design_scores_gemma":[0.00072681933,0.00007517966,0.050001536,0.000064576474,0.0015474167,0.000058067864,0.00023357356,0.93723625,0.0026729894,0.0052353707,0.0016468929,0.0005013407],"about_ca_topic_score_codex":0.00013688317,"about_ca_topic_score_gemma":0.00009712031,"teacher_disagreement_score":0.49971664,"about_ca_system_score_codex":0.0007160436,"about_ca_system_score_gemma":0.00007597005,"threshold_uncertainty_score":0.99994993},"labels":[],"label_agreement":null},{"id":"W4205531529","doi":"10.23967/sahc.2021.164","title":"Non-Destructive Documentation Methods for Future Seismic and Damage Analysis of Modern Heritage Buildings using Contemporary Tools","year":2021,"lang":"en","type":"article","venue":"12th International Conference on Structural Analysis of Historical Constructions","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Social Sciences and Humanities Research Council of Canada; Universidad Nacional Autónoma de México","keywords":"Pavilion; Documentation; Workflow; Architectural engineering; Construction engineering; Cultural heritage; Engineering; Photogrammetry; Computer science; Technical documentation; Building information modeling; Civil engineering; Archaeology; History; Database; Artificial intelligence","score_opus":0.07952719857835293,"score_gpt":0.3500115028997611,"score_spread":0.27048430432140813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205531529","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":[0.9745225,0.00032406504,0.021952055,0.00022496279,0.00060096924,0.00012543652,0.001097518,0.000016700586,0.0011358082],"genre_scores_gemma":[0.96353143,0.00004217447,0.035222843,0.000041516138,0.000057574933,0.0000027725903,0.0009556034,0.0000040147324,0.00014204354],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982623,0.00014170478,0.00063709466,0.0004668074,0.00032828064,0.00016383425],"domain_scores_gemma":[0.99818844,0.00026767567,0.00047722706,0.00020081257,0.00075520464,0.000110632456],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00022597107,0.00020963428,0.0007465048,0.00063181575,0.00020923633,0.00009593342,0.00021435584,0.00010862303,0.0013092613],"category_scores_gemma":[0.000102515376,0.0001808978,0.00045912276,0.0015122439,0.00018250413,0.0004865109,0.000024603325,0.00016251006,3.6118925e-7],"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":[0.00061309803,0.00006983309,0.65366435,0.00010645137,0.026284156,0.000015058293,0.0025287387,0.051438738,0.041301124,0.020146674,0.000087995075,0.20374377],"study_design_scores_gemma":[0.00046459632,0.000120170254,0.31408572,0.00002421925,0.0039816843,0.000010428172,0.0026405863,0.67096466,0.0010801373,0.006123752,0.00016675066,0.00033728805],"about_ca_topic_score_codex":0.0013602631,"about_ca_topic_score_gemma":0.0006080233,"teacher_disagreement_score":0.6195259,"about_ca_system_score_codex":0.000088777604,"about_ca_system_score_gemma":0.000116927695,"threshold_uncertainty_score":0.9996037},"labels":[],"label_agreement":null},{"id":"W4205569278","doi":"10.23967/sahc.2021.263","title":"Structural Evaluation of the Greenhill Mine Tipple Structure Historic Site","year":2021,"lang":"en","type":"article","venue":"12th International Conference on Structural Analysis of Historical Constructions","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"University of Calgary","keywords":"Superstructure; Frame (networking); Steel frame; Computer science; Civil engineering; State (computer science); Mining engineering; Engineering; Structural engineering; Telecommunications","score_opus":0.032317784040160134,"score_gpt":0.2733883420558091,"score_spread":0.24107055801564894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205569278","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":[0.988799,0.00010693874,0.0000618597,0.0010248974,0.0018854782,0.00013127134,0.00032741437,0.000016098073,0.007647071],"genre_scores_gemma":[0.99808276,0.000013248342,0.00049155654,0.00005209503,0.00007146535,0.000004915698,0.00015413866,0.000009090889,0.0011207248],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9969011,0.00016078104,0.0006713851,0.00046527246,0.0016029812,0.00019848411],"domain_scores_gemma":[0.99813956,0.0000586491,0.0005644348,0.00050405646,0.0006354476,0.0000978266],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00016376085,0.0002288421,0.00046277925,0.00021947645,0.00023506927,0.000024977498,0.00048668598,0.00014847188,0.02787545],"category_scores_gemma":[0.00020365903,0.00015320808,0.00048160687,0.001524706,0.00033191757,0.00016805103,0.00020203782,0.0003146052,0.000008129006],"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":[0.00027618167,0.00013672953,0.64462304,0.000030453406,0.005276448,0.0000124781145,0.0013145542,0.15732843,0.09147641,0.04255537,0.0044426,0.052527316],"study_design_scores_gemma":[0.0019404019,0.0001464844,0.67169386,0.000053085085,0.007329018,0.00011252646,0.0003537192,0.28131092,0.008092385,0.022987204,0.005128026,0.0008523707],"about_ca_topic_score_codex":0.0011728226,"about_ca_topic_score_gemma":0.0017892359,"teacher_disagreement_score":0.123982474,"about_ca_system_score_codex":0.0014939432,"about_ca_system_score_gemma":0.0001171914,"threshold_uncertainty_score":0.9730132},"labels":[],"label_agreement":null}]}