{"meta":{"query_hash":"55984d471567","filters":{"venue":"Journal of the Computational Structural Engineering Institute of Korea"},"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/55984d471567","api":"https://metacan.xera.ac/api/v1/cohort?venue=Journal+of+the+Computational+Structural+Engineering+Institute+of+Korea"},"results":[{"id":"W2094885666","doi":"10.7734/coseik.2014.27.4.305","title":"Comparison and Evaluation of Current Strut-and-Tie Design Provisions for Reinforced Concrete Deep Beams","year":2014,"lang":"en","type":"article","venue":"Journal of the Computational Structural Engineering Institute of Korea","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"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":"Truss; Structural engineering; Reinforced concrete; Beam (structure); Shear (geology); Shear strength (soil); Engineering; Computer science; Geology; Materials science; Composite material","score_opus":0.03640429317798704,"score_gpt":0.29646165388425244,"score_spread":0.2600573607062654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094885666","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":[0.6583912,0.0012957617,0.29710555,0.00039840277,0.00009989545,0.00030630938,0.0011604215,0.0016293494,0.039613094],"genre_scores_gemma":[0.8367829,0.00087807595,0.15661235,0.00007337827,0.000015430964,0.00019422967,0.00088548363,0.00029350905,0.0042644637],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99553263,0.00060928235,0.00030872744,0.0002714277,0.003142648,0.00013525134],"domain_scores_gemma":[0.9876935,0.0039612935,0.0013984723,0.0013238324,0.0054655266,0.00015754178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0046616807,0.0005356184,0.00034114704,0.001873193,0.00044303027,0.00056184625,0.002129676,0.0006944871,0.0017901753],"category_scores_gemma":[0.012001039,0.00043809778,0.00037361908,0.0010212128,0.0005060852,0.00089403405,0.00042411132,0.0005158896,0.0005644689],"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":[0.00041536422,0.0006918074,0.051119003,0.00083485956,0.000055896424,0.00015582591,0.0008456045,0.39074862,0.03510804,0.023094833,0.0050143697,0.49191588],"study_design_scores_gemma":[0.0002010099,0.002291951,0.069394365,0.00065262563,0.00021977845,0.0005452652,0.0010516238,0.7495615,0.107296154,0.005530048,0.06299606,0.0002596203],"about_ca_topic_score_codex":0.0058715367,"about_ca_topic_score_gemma":0.01837937,"teacher_disagreement_score":0.0058715367,"about_ca_system_score_codex":0.002160737,"about_ca_system_score_gemma":0.001808252,"threshold_uncertainty_score":0.024653614},"labels":[],"label_agreement":null},{"id":"W239686093","doi":"","title":"A Complementary Analysis for the Structural Safety Evaluation of the Spent Nuclear Fuel Disposal Canister for the Canadian Deuterium and Uranium Reactor","year":2009,"lang":"en","type":"article","venue":"Journal of the Computational Structural Engineering Institute of Korea","topic":"Nuclear and radioactivity studies","field":"Engineering","cited_by":0,"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":"Spent nuclear fuel; Radioactive waste; Nuclear engineering; Nuclear fuel; Uranium; Waste management; Depleted uranium; Nuclear power; Environmental science; Spent fuel pool; Engineering; Materials science; Nuclear physics","score_opus":0.019204519743531226,"score_gpt":0.24839843468608327,"score_spread":0.22919391494255204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W239686093","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":[0.7694372,0.00014021239,0.20980042,0.00019366645,0.00004660209,0.00012661408,0.0010100396,0.00039706787,0.018848266],"genre_scores_gemma":[0.9616278,0.00009567866,0.03196514,0.00002677366,0.000006912305,0.00005116008,0.00061328843,0.00006526722,0.005548036],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99949193,0.00004548205,0.0000069472753,0.00005797936,0.0003425539,0.000055095254],"domain_scores_gemma":[0.99959475,0.00011327182,0.000044321936,0.00004007152,0.00018532666,0.000022281329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038806684,0.0008743623,0.0005356337,0.00087934226,0.00063479,0.0005073202,0.0007566679,0.00077379483,0.0037200574],"category_scores_gemma":[0.0008585463,0.00031172356,0.0010138159,0.00036910933,0.0004913468,0.00045528988,0.0004438554,0.00062208524,0.0004344565],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018246032,0.00008985916,0.0038218563,0.00012307477,0.000051588882,0.00013831125,0.00006385315,0.8747225,0.088116795,0.0035389008,0.000788515,0.028362378],"study_design_scores_gemma":[0.000028967605,0.0004616236,0.008241969,0.000008226332,0.00008545329,0.00009665174,0.0001467817,0.9192298,0.067544,0.00084287673,0.0032797484,0.000033992852],"about_ca_topic_score_codex":0.034031488,"about_ca_topic_score_gemma":0.05733967,"teacher_disagreement_score":0.9659685,"about_ca_system_score_codex":0.0019509762,"about_ca_system_score_gemma":0.0023045978,"threshold_uncertainty_score":0.06766677},"labels":[],"label_agreement":null},{"id":"W24577968","doi":"10.1161/circresaha.114.302335","title":"Seismic Design of Bridges in Moderate Seismic Region and Response Modification Factors","year":2009,"lang":"en","type":"article","venue":"Journal of the Computational Structural Engineering Institute of Korea","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canadian Institutes of Health Research","keywords":"Seismic analysis; Response spectrum; Bridge (graph theory); Incremental Dynamic Analysis; Structural engineering; Engineering; Code (set theory); Set (abstract data type); Civil engineering; Computer science","score_opus":0.03014703811747308,"score_gpt":0.26571009037584675,"score_spread":0.23556305225837368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W24577968","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":[0.56751734,0.00067914306,0.37465116,0.0003574427,0.00017876847,0.00013122348,0.00017504749,0.0005947527,0.05571517],"genre_scores_gemma":[0.9561238,0.00020193032,0.036962505,0.00005124442,0.000022515755,0.00009149727,0.00010247228,0.000042512584,0.0064013517],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991596,0.000010461587,0.0000036303468,0.000019671603,0.000030759165,0.000019564195],"domain_scores_gemma":[0.99991,0.000009672073,0.000024307774,0.000008682443,0.000029099976,0.000018199986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014107855,0.0003120542,0.00021660105,0.00030433928,0.00022061035,0.00039379607,0.0004844959,0.00039335128,0.0031917621],"category_scores_gemma":[0.00023312807,0.000119549775,0.00018405587,0.00017330288,0.00018643452,0.0002546937,0.00031472195,0.00019386866,0.0007262584],"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":[0.0004347146,0.0002928665,0.0038492996,0.00025553262,0.000044415414,0.00039229807,0.0002185036,0.16153564,0.65317583,0.034594476,0.003253866,0.1419526],"study_design_scores_gemma":[0.00012093259,0.0022509212,0.010948615,0.00007032159,0.0001388742,0.0005948879,0.0004991232,0.76950425,0.15438807,0.014159895,0.04723716,0.00008690442],"about_ca_topic_score_codex":0.000330341,"about_ca_topic_score_gemma":0.000836376,"teacher_disagreement_score":0.0031917621,"about_ca_system_score_codex":0.00025387932,"about_ca_system_score_gemma":0.00024897864,"threshold_uncertainty_score":0.010677516},"labels":[],"label_agreement":null},{"id":"W4408135364","doi":"10.7734/coseik.2025.38.1.27","title":"Assessment of Disaster Resilience Performance of Structural Systems in relation to Design Response Spectrum","year":2025,"lang":"en","type":"article","venue":"Journal of the Computational Structural Engineering Institute of Korea","topic":"Infrastructure Resilience and Vulnerability Analysis","field":"Engineering","cited_by":2,"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":"Resilience (materials science); Disaster response; Relation (database); Spectrum (functional analysis); Computer science; Emergency management; Data mining; Political science; Physics","score_opus":0.006413214036956073,"score_gpt":0.2426804450491095,"score_spread":0.2362672310121534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408135364","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":[0.97259665,0.000064971726,0.025745044,0.000029827326,0.0000024883318,0.000020432664,0.00007184188,0.00007346067,0.001395412],"genre_scores_gemma":[0.99848664,0.000013673871,0.0013905433,0.0000012325664,4.917809e-7,0.000005663034,0.000019153631,0.0000027863255,0.00007989003],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984455,0.00004924169,0.000008029091,0.00002174632,0.00004787105,0.000028493334],"domain_scores_gemma":[0.9993641,0.00030882432,0.00012476594,0.000084350846,0.00009107802,0.000026935659],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006368124,0.00042085134,0.00021970732,0.0011393435,0.00015967089,0.00023143494,0.00022693494,0.00032937273,0.00078137947],"category_scores_gemma":[0.001873744,0.00010933684,0.00023506589,0.00036827213,0.00031658326,0.00037883216,0.00036011753,0.00017528402,0.000087326116],"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":[0.00015031111,0.00006636856,0.019451357,0.000056425728,0.000049454968,0.00018037128,0.00010985781,0.9160915,0.039137047,0.0018697382,0.00012226758,0.022715358],"study_design_scores_gemma":[0.0000060660423,0.00029603427,0.025286863,0.0000102631775,0.000025858184,0.000095939664,0.00013885026,0.96027744,0.012631422,0.00097350596,0.00024067439,0.000017088836],"about_ca_topic_score_codex":0.0014312644,"about_ca_topic_score_gemma":0.0012307187,"teacher_disagreement_score":0.0014312644,"about_ca_system_score_codex":0.00031976402,"about_ca_system_score_gemma":0.000216195,"threshold_uncertainty_score":0.0033678412},"labels":[],"label_agreement":null}]}