{"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":"c2d97dac49e3","filters":{"venue":"Prestress Technology"}},"results":[{"id":"W4385780965","doi":"10.59238/j.pt.2001.05x.010","title":"Prestressed Construction of Toronto Telecommunications Tower","year":2001,"lang":"en","type":"article","venue":"Prestress Technology","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Tower; Telecommunications; Engineering; Architectural engineering; Civil engineering","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.005483327679776755,"gpt":0.2159195829813978,"spread":0.210436255301621,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001659304,0.0002589389,0.0001120744,0.0008166428,0.003958203,0.001192618,0.0004651,0.0004798586,0.01531697],"category_scores_gemma":[0.0007374152,0.0002636784,0.0001640607,0.0009229735,0.0009769514,0.0002789818,0.0007036328,0.0006274001,0.001232283],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0180549,"about_ca_system_score_gemma":0.01442616,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.8248562,"about_ca_topic_score_gemma":0.9561005,"domain_scores_codex":[0.9995426,0.00004392883,0.000009510356,0.00005506937,0.0002370552,0.000111958],"domain_scores_gemma":[0.9995193,0.00003803253,0.00004307882,0.00003713269,0.000221627,0.0001406854],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"not_applicable","study_design_scores_codex":[0.001527949,0.0003351752,0.3339497,0.000426435,0.00009656733,0.01398668,0.02175168,0.1711893,0.08385734,0.07123572,0.05139123,0.2502521],"study_design_scores_gemma":[0.00003440984,0.0004168964,0.8625903,0.0001054232,0.00002950283,0.0005136822,0.01306132,0.02171037,0.008097166,0.001166232,0.09220999,0.00006477843],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"other","genre_scores_codex":[0.8904008,0.0002161633,0.002009018,0.0004735387,0.00004254364,0.00006882727,0.001212923,0.00009117931,0.1054851],"genre_scores_gemma":[0.9691812,0.0001325596,0.0009763094,0.00001390442,0.00000560632,0.000009346501,0.0004060419,0.00001444251,0.02926054],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.1751438,"threshold_uncertainty_score":0.3523504,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4385679240","doi":"10.59238/j.pt.2015.05.003","title":"Experimental study on moment redistribution of external prestressed concrete continuous beams","year":2015,"lang":"en","type":"article","venue":"Prestress Technology","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Structural engineering; Bending moment; Prestressed concrete; Span (engineering); Beam (structure); Neutral axis; Moment (physics); Beijing; Ultimate load; Tension (geology); Materials science; Ultimate tensile strength; Engineering; Physics; Finite element method; Composite material; Law; Classical mechanics","authors":[{"name":"Jinsheng Du","is_ca":false},{"name":"Yipeng Zhao","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01739012661672356,"gpt":0.2630887608339234,"spread":0.2456986342171998,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005285285,0.0005445448,0.0003279461,0.0004025328,0.0003166128,0.0001353245,0.000563911,0.0004504295,0.002243304],"category_scores_gemma":[0.0005293273,0.0002642746,0.0002589542,0.0003168405,0.0004511515,0.0002848958,0.0003356528,0.0002665678,0.0002673599],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001727709,"about_ca_system_score_gemma":0.0001294273,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007610371,"about_ca_topic_score_gemma":0.00108334,"domain_scores_codex":[0.9995607,0.00004521392,0.00002202702,0.0001069643,0.0001859258,0.00007925761],"domain_scores_gemma":[0.9993021,0.0001991968,0.0001099092,0.0001138399,0.0002024827,0.00007233608],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0006950739,0.0001491631,0.003039353,0.00008739994,0.00001348001,0.000127213,0.0002175197,0.001956918,0.9893008,0.00004576327,0.00003668971,0.004330708],"study_design_scores_gemma":[0.00008057243,0.005136057,0.05572293,0.0000156936,0.00005131043,0.0001529485,0.0002364493,0.009274839,0.9286479,0.00004912652,0.0005944269,0.00003762869],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983013,0.00002794921,0.001275721,0.000003532837,0.000002621841,0.000008473113,0.00006023446,0.00002696005,0.0002931807],"genre_scores_gemma":[0.9984965,0.00002386402,0.0008804085,0.000004575743,0.000002220335,0.00001112194,0.00006166547,0.000005903684,0.0005136283],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002243304,"threshold_uncertainty_score":0.007504642,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}