{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":2,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":2,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"256239279b53","filters":{"venue":"Turkish Journal of Civil Engineering"}},"results":[{"id":"W4390583398","doi":"10.18400/tjce.1323977","title":"Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM","year":2024,"lang":"en","type":"article","venue":"Turkish Journal of Civil Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Carleton University","funders":"","keywords":"Unreinforced masonry building; Masonry; Mortar; Structural engineering; Discrete element method; Context (archaeology); Cracking; Materials science; Geology; Geotechnical engineering; Engineering; Composite material; Mechanics; Physics","authors":[{"name":"Bora Pulatsu","is_ca":true},{"name":"Kağan Tuncay","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008636470458482513,"gpt":0.2119574464157843,"spread":0.2033209759573018,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002588463,0.0001652306,0.0003196471,0.0003904077,0.00001347434,0.00004021676,0.0001617016,0.00007464297,0.00009235858],"category_scores_gemma":[0.00001435517,0.0001453619,0.000162189,0.0004308142,0.00001309763,0.0003481364,0.00002077051,0.0003843752,0.000001982467],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006396457,"about_ca_system_score_gemma":0.00002338291,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002779754,"about_ca_topic_score_gemma":0.000002732355,"domain_scores_codex":[0.9988086,0.00001196154,0.0005992806,0.00008907782,0.0002953356,0.0001957076],"domain_scores_gemma":[0.999611,0.00009993185,0.00006809152,0.000074932,0.00006716013,0.00007886554],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000008625613,0.000001915072,0.00005198835,0.000336179,0.0001077989,0.00007824059,0.0002596169,0.9919899,0.003385248,0.0003110583,0.00003243419,0.003437025],"study_design_scores_gemma":[0.0001779354,0.00002854767,0.0001927434,0.0007740915,0.00004105065,0.000078764,0.00002167155,0.9966354,0.001417408,0.0002467548,0.0002383937,0.0001472849],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6001591,0.002968761,0.395785,0.00002687742,0.0003966077,0.00005902601,0.000004174594,0.00009018474,0.0005102812],"genre_scores_gemma":[0.9938093,0.0001121022,0.00589243,0.000003673368,0.0001327317,0.000001352498,0.000005528138,0.00002769793,0.00001522436],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3936502,"threshold_uncertainty_score":0.5927687,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4409564455","doi":"10.18400/tjce.1565654","title":"Post-Earthquake Forensic Examination of Two Unreinforced Masonry Buildings via Discontinuum-Based Analysis","year":2025,"lang":"en","type":"article","venue":"Turkish Journal of Civil Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Carleton University","funders":"","keywords":"Unreinforced masonry building; Forensic engineering; Masonry; Engineering; Civil engineering","authors":[{"name":"Andrei Farcasiu","is_ca":true},{"name":"Peter Griesbach","is_ca":true},{"name":"R. Wilson","is_ca":true},{"name":"Sinan Acikgoz","is_ca":false},{"name":"Bora Pulatsu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003684346357839752,"gpt":0.197475199300383,"spread":0.1937908529425432,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004028166,0.000254139,0.0006702002,0.00115554,0.00003558864,0.00004708962,0.0002762641,0.00008601368,0.000152345],"category_scores_gemma":[0.0001000086,0.0002346856,0.0005599124,0.001517878,0.000030197,0.0003120531,0.00002600051,0.0003041836,8.718227e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000738029,"about_ca_system_score_gemma":0.0000269412,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001589296,"about_ca_topic_score_gemma":0.00007454216,"domain_scores_codex":[0.9984529,0.00002714768,0.0007949075,0.0001314093,0.0003250254,0.0002685828],"domain_scores_gemma":[0.9989927,0.0001494421,0.0002334847,0.0002173819,0.0003100005,0.00009699483],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001642135,0.000003592297,0.0004848693,0.0001499006,0.001305854,0.00001255959,0.0001117955,0.9496329,0.03323515,0.0003758996,0.00002779287,0.01464326],"study_design_scores_gemma":[0.0008913744,0.00006979352,0.02256513,0.000227146,0.001763482,0.00001592733,0.00006940048,0.9391311,0.03450214,0.00004772711,0.0004009687,0.0003158126],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7823377,0.0004684271,0.2159418,0.00004051841,0.0002758026,0.00006245882,0.000009150367,0.00006564757,0.0007984939],"genre_scores_gemma":[0.9973283,0.00002539366,0.002398084,0.00002530306,0.0000903987,0.0000023457,0.00001568091,0.00002132243,0.00009319638],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2149905,"threshold_uncertainty_score":0.95702,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}