{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":4,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":4,"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":"827d8a1c6406","filters":{"venue":"International Journal for Computational Civil and Structural Engineering"}},"results":[{"id":"W3207021822","doi":"10.22337/2587-9618-2021-17-3-39-47","title":"COMPARISON OF DETERMINATION OF SNOW LOADS FOR ROOFS IN BUILDING CODES OF VARIOUS COUNTRIES","year":2021,"lang":"en","type":"article","venue":"International Journal for Computational Civil and Structural Engineering","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Snow; Normative; Roof; Moment (physics); European standard; Set (abstract data type); Snow cover; European union; Mathematics; Environmental science; Civil engineering; Computer science; Geography; Meteorology; Engineering; Architectural engineering; Political science; Business; Law; Physics","authors":[{"name":"Alexander M. Belostotsky","is_ca":false},{"name":"Nikita Britikov","is_ca":false},{"name":"Oleg Goryachevsky","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01619763515952417,"gpt":0.3231825350957864,"spread":0.3069848999362622,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001886883,0.0004143884,0.0004540363,0.002818442,0.0006320827,0.0009869726,0.0006384514,0.000480898,0.001508539],"category_scores_gemma":[0.01237053,0.0002709562,0.0007538203,0.001404739,0.0005868303,0.0007648472,0.001243237,0.000325983,0.0006723887],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007250613,"about_ca_system_score_gemma":0.000747516,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007043553,"about_ca_topic_score_gemma":0.008979219,"domain_scores_codex":[0.9972314,0.0007029002,0.0002080762,0.0002912471,0.001291423,0.0002749552],"domain_scores_gemma":[0.9924266,0.003399362,0.0006199117,0.0009275144,0.002453438,0.000173157],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0006684148,0.0001579855,0.2977605,0.00105903,0.0002402344,0.00103766,0.00369726,0.4415872,0.03121355,0.0201895,0.003404627,0.198984],"study_design_scores_gemma":[0.00005180682,0.0004234976,0.4059836,0.0003968333,0.0001237322,0.0008427726,0.006273431,0.4871305,0.07358515,0.00945169,0.01559532,0.0001416277],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9255055,0.00024298,0.0581925,0.00006055216,0.00002850386,0.00005704559,0.0009882103,0.0003949442,0.01452974],"genre_scores_gemma":[0.9792358,0.0001163986,0.01860565,0.000009598262,0.000003739997,0.00003730623,0.00110363,0.0001571724,0.0007307867],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007043553,"threshold_uncertainty_score":0.01400506,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3043037935","doi":"10.22337/2587-9618-2020-16-2-101-112","title":"NUMERICAL MODELING AND FULL-SCALE EXPERIMENTS OF GLUED WOODEN STRUCTURES JOINT DESTRUCTION ON CARBON-FIBER DOWEL PINS","year":2020,"lang":"en","type":"article","venue":"International Journal for Computational Civil and Structural Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Durham College","funders":"","keywords":"Dowel; Finite element method; Structural engineering; Joint (building); Materials science; Deformation (meteorology); Ultimate failure; Composite material; Ultimate tensile strength; Engineering","authors":[{"name":"Mikhail A. Vodiannikov","is_ca":false},{"name":"Galina G. Kashevarova","is_ca":false},{"name":"Danil Starobogatov","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02175546572307222,"gpt":0.2389240757141732,"spread":0.217168609991101,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004601328,0.0004782694,0.000670095,0.0004082805,0.0003936034,0.0002390111,0.0006850711,0.0008051535,0.001784488],"category_scores_gemma":[0.0007726674,0.0002653429,0.0004098958,0.0002682687,0.0007483396,0.0003328111,0.0003639721,0.0003444637,0.0002238172],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002670789,"about_ca_system_score_gemma":0.0001812445,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001055839,"about_ca_topic_score_gemma":0.0009953461,"domain_scores_codex":[0.9996327,0.00003284683,0.00001994512,0.00006871966,0.0001693885,0.00007652208],"domain_scores_gemma":[0.9994403,0.0002065007,0.0000721672,0.0001409068,0.00008730391,0.00005283713],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0007282728,0.0004019516,0.005527759,0.0002516846,0.00003668842,0.0008651877,0.0004916948,0.3401381,0.6406862,0.0005053037,0.0002211098,0.01014609],"study_design_scores_gemma":[0.00005995103,0.002309151,0.01856508,0.00002610635,0.00005160685,0.0003030496,0.000287142,0.6223574,0.3550236,0.0002879638,0.000682414,0.00004642927],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.994806,0.00006431064,0.004445124,0.000009177948,0.0000111166,0.00001585602,0.00006968455,0.00007575883,0.0005029039],"genre_scores_gemma":[0.9976591,0.00003940389,0.001843955,0.000002908414,0.000001626171,0.00001238526,0.00004575284,0.000008578711,0.0003862932],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001784488,"threshold_uncertainty_score":0.005969644,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2899809832","doi":"10.22337/2587-9618-2018-14-3-50-58","title":"THE COMPARATIVE ANALYSIS OF THE RESULTS OF REAL AND NUMERICAL EXPERIMENTS FOR DEFINING THE ULTIMATE BEARING CAPACITY OF LIGHT GAUGE STEEL STUDS “ATLANT”","year":2018,"lang":"en","type":"article","venue":"International Journal for Computational Civil and Structural Engineering","topic":"Mechanical Engineering Research and Applications","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Multilinear map; Isotropy; Nonlinear system; Deformation (meteorology); Structural engineering; Gauge (firearms); Hardening (computing); Bearing capacity; Bearing (navigation); Scale (ratio); Computer science; Engineering; Mathematics; Geology; Materials science; Artificial intelligence","authors":[{"name":"Galina G. Kashevarova","is_ca":false},{"name":"Pavel A. Kosykh","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02467176032474984,"gpt":0.3156743996019385,"spread":0.2910026392771887,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002992197,0.0004892502,0.0003874303,0.001450669,0.0003168574,0.0004497862,0.0009745024,0.0007611949,0.002185794],"category_scores_gemma":[0.01037866,0.0001750437,0.0002858969,0.0007304515,0.0007247992,0.0007834063,0.0003576991,0.0002879295,0.0003555908],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003514138,"about_ca_system_score_gemma":0.0001936639,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004569961,"about_ca_topic_score_gemma":0.0007270849,"domain_scores_codex":[0.9968176,0.0006102416,0.0002251544,0.0004213374,0.001799993,0.0001255374],"domain_scores_gemma":[0.9895478,0.006076265,0.000603575,0.001746819,0.001904163,0.0001213254],"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":[0.002450556,0.00100105,0.03700453,0.002293463,0.0001446018,0.0003237376,0.001571564,0.1115838,0.6399192,0.00448968,0.002497678,0.1967201],"study_design_scores_gemma":[0.00007055078,0.004016693,0.0850189,0.0001239737,0.0001495187,0.000845098,0.0007820274,0.2568124,0.6425977,0.001875139,0.007490835,0.0002171644],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9097326,0.001464496,0.08224729,0.0001356929,0.0001554665,0.00006502891,0.0006981096,0.0007804214,0.004720827],"genre_scores_gemma":[0.9892247,0.0001432808,0.00959415,0.0000115577,0.00001901092,0.00003326856,0.000283788,0.00004070384,0.0006495523],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002992197,"threshold_uncertainty_score":0.01582444,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W7117566057","doi":"10.22337/2587-9618-2025-21-4-73-82","title":"AN EXPERIMENTAL INVESTIGATION OF THE THERMOMECHANICAL PERFORMANCE OF WOOD STRUCTURES ASSEMBLED WITH DENSIFIED WOODEN DOWELS UNDER FIRE EXPOSURE","year":2025,"lang":"ru","type":"article","venue":"International Journal for Computational Civil and Structural Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Charring; Dowel; Fire performance; Engineered wood; Fire resistance; Deformation (meteorology); Thermal","authors":[{"name":"T. T. Tran","is_ca":false},{"name":"M. Khelifa","is_ca":false},{"name":"M. Oudjene","is_ca":true},{"name":"Matthieu Debal","is_ca":false},{"name":"Yann Rogaume","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01077304863528623,"gpt":0.2400916807180185,"spread":0.2293186320827323,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002328224,0.000401721,0.0002738276,0.0002128675,0.0002852138,0.0002109615,0.000254073,0.0003603909,0.00147122],"category_scores_gemma":[0.0003670599,0.0002522399,0.0002019484,0.0001662977,0.0003351558,0.0002772934,0.0003408582,0.0003868369,0.000169556],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000133061,"about_ca_system_score_gemma":0.00009175672,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003286836,"about_ca_topic_score_gemma":0.001030101,"domain_scores_codex":[0.9997573,0.00001550213,0.00001598317,0.00005469379,0.0001047491,0.00005173423],"domain_scores_gemma":[0.9996903,0.00006618282,0.00007161503,0.00005976138,0.0000704968,0.0000415547],"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":[0.0000710867,0.00003093759,0.000425688,0.00002883021,0.000003152737,0.00007348228,0.00007784135,0.0003367055,0.997627,0.00002640747,0.000009667638,0.001289228],"study_design_scores_gemma":[0.00000748346,0.0008163965,0.008233498,0.000006960121,0.00001275084,0.0001050975,0.0001245673,0.001407266,0.9887354,0.00001580979,0.0005271165,0.000007790685],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983203,0.00008645064,0.001246058,0.000003787319,0.000009854776,0.00001256755,0.00003149735,0.00001703262,0.0002724394],"genre_scores_gemma":[0.9962547,0.00009763732,0.002916316,0.00001209707,0.000003450387,0.00002144887,0.00005911648,0.00001087127,0.0006243014],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00147122,"threshold_uncertainty_score":0.004921734,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}