{"meta":{"query_hash":"827d8a1c6406","filters":{"venue":"International Journal for Computational Civil and Structural Engineering"},"cohort_total":4,"direct_labels_cover":0,"predictions_cover":4,"exported":4,"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/827d8a1c6406","api":"https://metacan.xera.ac/api/v1/cohort?venue=International+Journal+for+Computational+Civil+and+Structural+Engineering"},"results":[{"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,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_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","score_opus":0.024671760324749843,"score_gpt":0.31567439960193855,"score_spread":0.2910026392771887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899809832","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":[0.9097326,0.0014644957,0.08224729,0.0001356929,0.00015546649,0.000065028915,0.0006981096,0.00078042137,0.004720827],"genre_scores_gemma":[0.98922473,0.00014328079,0.00959415,0.000011557703,0.000019010922,0.000033268556,0.00028378796,0.00004070384,0.00064955227],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9968176,0.00061024155,0.00022515444,0.00042133743,0.0017999931,0.00012553741],"domain_scores_gemma":[0.98954785,0.006076265,0.00060357497,0.0017468187,0.0019041634,0.00012132542],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0029921972,0.00048925023,0.00038743034,0.0014506688,0.00031685745,0.0004497862,0.00097450236,0.0007611949,0.0021857936],"category_scores_gemma":[0.010378657,0.00017504368,0.00028589685,0.0007304515,0.0007247992,0.00078340626,0.00035769914,0.00028792952,0.0003555908],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024505563,0.0010010505,0.037004527,0.0022934626,0.00014460184,0.0003237376,0.0015715635,0.11158384,0.63991916,0.00448968,0.0024976777,0.19672014],"study_design_scores_gemma":[0.00007055078,0.004016693,0.0850189,0.00012397372,0.00014951875,0.000845098,0.00078202743,0.2568124,0.64259773,0.0018751386,0.007490835,0.00021716437],"about_ca_topic_score_codex":0.00045699606,"about_ca_topic_score_gemma":0.00072708493,"teacher_disagreement_score":0.0029921972,"about_ca_system_score_codex":0.00035141382,"about_ca_system_score_gemma":0.00019366393,"threshold_uncertainty_score":0.015824437},"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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_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","score_opus":0.021755465723072222,"score_gpt":0.23892407571417318,"score_spread":0.21716860999110096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3043037935","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":[0.994806,0.00006431064,0.004445124,0.000009177948,0.000011116604,0.000015856016,0.000069684545,0.00007575883,0.0005029039],"genre_scores_gemma":[0.9976591,0.000039403887,0.0018439547,0.0000029084144,0.000001626171,0.000012385263,0.000045752837,0.000008578711,0.00038629316],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996327,0.00003284683,0.000019945115,0.00006871966,0.00016938851,0.000076522076],"domain_scores_gemma":[0.99944025,0.00020650068,0.0000721672,0.0001409068,0.00008730391,0.00005283713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046013284,0.00047826945,0.00067009503,0.00040828047,0.00039360338,0.00023901115,0.0006850711,0.0008051535,0.0017844882],"category_scores_gemma":[0.0007726674,0.00026534285,0.0004098958,0.00026826866,0.0007483396,0.00033281106,0.0003639721,0.00034446365,0.00022381722],"study_design_candidate":"simulation_or_modeling","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":[0.0007282728,0.00040195158,0.0055277594,0.00025168457,0.00003668842,0.00086518767,0.0004916948,0.34013814,0.64068615,0.0005053037,0.00022110985,0.010146086],"study_design_scores_gemma":[0.000059951028,0.0023091515,0.018565075,0.000026106352,0.000051606847,0.00030304963,0.00028714197,0.6223574,0.35502356,0.00028796383,0.000682414,0.000046429268],"about_ca_topic_score_codex":0.001055839,"about_ca_topic_score_gemma":0.0009953461,"teacher_disagreement_score":0.0017844882,"about_ca_system_score_codex":0.0002670789,"about_ca_system_score_gemma":0.0001812445,"threshold_uncertainty_score":0.0059696436},"labels":[],"label_agreement":null},{"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,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_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","score_opus":0.016197635159524167,"score_gpt":0.32318253509578637,"score_spread":0.3069848999362622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3207021822","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":[0.9255055,0.00024297996,0.0581925,0.000060552156,0.00002850386,0.000057045592,0.0009882103,0.00039494422,0.014529741],"genre_scores_gemma":[0.9792358,0.000116398616,0.01860565,0.000009598262,0.000003739997,0.00003730623,0.0011036302,0.00015717238,0.0007307867],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9972314,0.00070290023,0.00020807625,0.00029124707,0.0012914235,0.00027495524],"domain_scores_gemma":[0.99242663,0.0033993623,0.0006199117,0.0009275144,0.002453438,0.00017315704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001886883,0.00041438843,0.00045403626,0.002818442,0.0006320827,0.0009869726,0.0006384514,0.00048089804,0.0015085391],"category_scores_gemma":[0.01237053,0.00027095617,0.00075382035,0.0014047388,0.0005868303,0.0007648472,0.001243237,0.00032598295,0.0006723887],"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":[0.0006684148,0.00015798549,0.29776052,0.0010590301,0.00024023437,0.0010376602,0.0036972598,0.4415872,0.031213552,0.020189501,0.0034046269,0.19898403],"study_design_scores_gemma":[0.00005180682,0.00042349758,0.40598363,0.0003968333,0.0001237322,0.0008427726,0.0062734312,0.48713052,0.073585145,0.00945169,0.015595322,0.00014162771],"about_ca_topic_score_codex":0.007043553,"about_ca_topic_score_gemma":0.008979219,"teacher_disagreement_score":0.007043553,"about_ca_system_score_codex":0.00072506134,"about_ca_system_score_gemma":0.000747516,"threshold_uncertainty_score":0.014005065},"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,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Charring; Dowel; Fire performance; Engineered wood; Fire resistance; Deformation (meteorology); Thermal","score_opus":0.010773048635286232,"score_gpt":0.2400916807180185,"score_spread":0.2293186320827323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117566057","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":[0.9983203,0.000086450644,0.001246058,0.0000037873185,0.000009854776,0.000012567552,0.00003149735,0.000017032624,0.00027243939],"genre_scores_gemma":[0.9962547,0.00009763732,0.0029163163,0.000012097065,0.0000034503869,0.000021448872,0.000059116483,0.000010871272,0.0006243014],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975735,0.000015502132,0.000015983167,0.00005469379,0.00010474907,0.000051734227],"domain_scores_gemma":[0.9996903,0.000066182816,0.00007161503,0.00005976138,0.000070496804,0.0000415547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002328224,0.00040172104,0.00027382764,0.00021286747,0.00028521375,0.00021096149,0.00025407303,0.0003603909,0.0014712197],"category_scores_gemma":[0.00036705993,0.00025223987,0.00020194835,0.00016629769,0.0003351558,0.00027729344,0.00034085818,0.00038683688,0.00016955603],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000071086695,0.000030937594,0.00042568796,0.000028830213,0.000003152737,0.000073482275,0.00007784135,0.00033670547,0.99762696,0.000026407466,0.000009667638,0.0012892275],"study_design_scores_gemma":[0.0000074834597,0.0008163965,0.008233498,0.000006960121,0.000012750837,0.00010509745,0.0001245673,0.0014072664,0.9887354,0.000015809792,0.00052711647,0.000007790685],"about_ca_topic_score_codex":0.00032868359,"about_ca_topic_score_gemma":0.0010301007,"teacher_disagreement_score":0.0014712197,"about_ca_system_score_codex":0.00013306097,"about_ca_system_score_gemma":0.00009175672,"threshold_uncertainty_score":0.0049217343},"labels":[],"label_agreement":null}]}