{"meta":{"query_hash":"91a0b6d8ea31","filters":{"venue":"Jianzhu jiegou xuebao"},"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/91a0b6d8ea31","api":"https://metacan.xera.ac/api/v1/cohort?venue=Jianzhu+jiegou+xuebao"},"results":[{"id":"W2347763188","doi":"","title":"Study on one-dimensional earthquake intensities for Kiewitt-8 single-layer reticulated domes","year":2012,"lang":"en","type":"article","venue":"Jianzhu jiegou xuebao","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Intensity (physics); Measure (data warehouse); Vibration; Ground motion; Acceleration; Peak ground acceleration; Geology; Geodesy; Strong ground motion; Motion (physics); Spectral acceleration; Structural engineering; Physics; Seismology; Optics; Acoustics; Engineering; Computer science; Classical mechanics","score_opus":0.07954695953961204,"score_gpt":0.3104306344210489,"score_spread":0.23088367488143685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2347763188","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940612,0.00025766436,0.000117194104,0.00016610789,0.0021154797,0.0010732866,0.000017767852,0.0014413513,0.0007499812],"genre_scores_gemma":[0.9942183,0.0000049436862,0.0041103777,0.00017475917,0.0008830006,0.00017590226,0.000018017576,0.00010750456,0.00030720094],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.998122,0.00005340891,0.00042845102,0.00027756408,0.00036828758,0.0007503173],"domain_scores_gemma":[0.9988479,0.00025099,0.00006506874,0.00046852304,0.00015067191,0.00021687122],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00029988794,0.0003422459,0.00041127639,0.00019806103,0.00015586299,0.00004918359,0.00017575198,0.0001763648,0.000043259348],"category_scores_gemma":[0.00010545031,0.00031648352,0.000111458714,0.0002098051,0.00004932224,0.00024832482,0.00005753486,0.0003130782,0.000080351005],"study_design_candidate":"observational","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":[0.003956173,0.007470517,0.1073169,0.004265225,0.0038029563,0.00029455192,0.0597587,0.013541762,0.2572615,0.019006234,0.26408765,0.2592378],"study_design_scores_gemma":[0.004021822,0.003812027,0.6863665,0.00096574234,0.00033874367,0.00013435513,0.00270251,0.003006833,0.25691554,0.0026493557,0.036194544,0.0028920225],"about_ca_topic_score_codex":0.000033757824,"about_ca_topic_score_gemma":0.00000819858,"teacher_disagreement_score":0.5790496,"about_ca_system_score_codex":0.00024471176,"about_ca_system_score_gemma":0.000016098016,"threshold_uncertainty_score":0.9999287},"labels":[],"label_agreement":null},{"id":"W2349231125","doi":"","title":"Experimental research on ultimate tensile bearing capacity of gusset plate connections to slotted tubes member","year":2007,"lang":"en","type":"article","venue":"Jianzhu jiegou xuebao","topic":"Structural Load-Bearing Analysis","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":"Structural engineering; Necking; Ultimate tensile strength; Finite element method; Tube (container); Shear (geology); Bearing capacity; Engineering; Bearing (navigation); Materials science; Composite material; Computer science","score_opus":0.07818793436938173,"score_gpt":0.3451678035793856,"score_spread":0.26697986921000383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2349231125","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9873091,0.000049505463,0.00016129069,0.00009207868,0.0003426491,0.00023990829,0.000035737463,0.00033866303,0.011431045],"genre_scores_gemma":[0.99748224,0.0000024197293,0.0018692833,0.000036043504,0.00013826533,0.000022029983,0.000016141797,0.00006414615,0.00036941393],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978073,0.000049801194,0.00044557443,0.00039068318,0.0005900416,0.0007165988],"domain_scores_gemma":[0.99874884,0.00023393003,0.000029442657,0.00055615,0.00018657734,0.00024508196],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000617507,0.00025735563,0.0003840709,0.0006804628,0.00025910776,0.00006085679,0.00026746446,0.00014829646,0.00037324044],"category_scores_gemma":[0.00015527837,0.00025316462,0.00014394973,0.0011070353,0.00010116578,0.00014671445,0.00009991121,0.00049485825,0.00025422976],"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":[0.000057785084,0.00004137012,0.0008094154,0.000037684622,0.0001609959,0.000018919416,0.0009963195,0.01791064,0.9769359,0.00091858,0.001856147,0.00025624616],"study_design_scores_gemma":[0.0003092309,0.00010558513,0.01943285,0.00006116153,0.00002341428,0.000015734675,0.00088203937,0.0051504006,0.97241515,0.00004994981,0.0012749875,0.00027948996],"about_ca_topic_score_codex":0.0016228585,"about_ca_topic_score_gemma":0.00021910015,"teacher_disagreement_score":0.018623436,"about_ca_system_score_codex":0.00032734266,"about_ca_system_score_gemma":0.000011231804,"threshold_uncertainty_score":0.9999921},"labels":[],"label_agreement":null},{"id":"W2355734942","doi":"","title":"Experimental investigation on bond strength between GFRP rebars and concrete under pullout conditions","year":2008,"lang":"en","type":"article","venue":"Jianzhu jiegou xuebao","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":7,"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":"Rebar; Composite material; Materials science; Structural engineering; Bond strength; Fibre-reinforced plastic; Deformation (meteorology); Rib cage; Engineering; Adhesive; Layer (electronics)","score_opus":0.03112436833748286,"score_gpt":0.24585931687199677,"score_spread":0.21473494853451391,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2355734942","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949872,0.00018468093,0.00005468105,0.0000991396,0.00024868103,0.00027580684,0.00009057905,0.00045258168,0.003606679],"genre_scores_gemma":[0.9980455,0.000023451656,0.0007887404,0.00017454561,0.00018041597,0.000039608523,0.00021920403,0.00006245212,0.0004660889],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986702,0.000022600947,0.00032438195,0.0003085282,0.00029730072,0.00037696262],"domain_scores_gemma":[0.99922,0.00009782046,0.00006128284,0.00031948683,0.000032031,0.00026938567],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000044246335,0.00032144182,0.00030038916,0.00014897555,0.0002265375,0.000055162243,0.00014952858,0.00017884804,0.00015685624],"category_scores_gemma":[0.000017989554,0.00033667736,0.000079344434,0.00017708149,0.00026027943,0.00035716745,0.000039076032,0.000312638,0.00009846026],"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":[0.000064761065,0.000002837058,0.022639405,0.0001145174,0.00044161893,0.0002020953,0.0046564313,0.0028913664,0.92271227,0.016102822,0.027887864,0.0022840295],"study_design_scores_gemma":[0.001837897,0.00029713273,0.066280566,0.000090147674,0.00009677244,0.00014030776,0.00058950565,0.0018606102,0.9241475,0.000392759,0.0032354454,0.0010313819],"about_ca_topic_score_codex":0.000058415906,"about_ca_topic_score_gemma":0.0000010794968,"teacher_disagreement_score":0.04364116,"about_ca_system_score_codex":0.00016350619,"about_ca_system_score_gemma":0.000032463115,"threshold_uncertainty_score":0.9999085},"labels":[],"label_agreement":null},{"id":"W3145368693","doi":"","title":"Lateral structural performance of Yingxian Wood Pagoda based on refined FE models","year":2013,"lang":"en","type":"article","venue":"Jianzhu jiegou xuebao","topic":"Bamboo properties and applications","field":"Agricultural and Biological Sciences","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":"University of New Brunswick","funders":"","keywords":"Pagoda; Structural engineering; Stiffness; Column (typography); Shearing (physics); Engineering; Geotechnical engineering; Computer science","score_opus":0.021886920464864262,"score_gpt":0.19220003619685086,"score_spread":0.1703131157319866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3145368693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99201953,0.000020763908,0.0000031681218,0.003173723,0.00005763171,0.0002706854,0.000026304462,0.000054105665,0.0043740673],"genre_scores_gemma":[0.9973409,0.0000066843604,0.00025542697,0.0007450045,0.00012233213,0.00007050439,0.000046756817,0.0000018196515,0.0014105253],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989986,0.000026412084,0.00023994791,0.0002552241,0.00019460739,0.00028524135],"domain_scores_gemma":[0.99955803,0.00004090772,0.000097551136,0.00012773213,0.00008255715,0.00009324178],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000062246756,0.00015436292,0.00018053931,0.000013060601,0.00020394009,0.000063248066,0.00028275687,0.00008551018,0.0010392738],"category_scores_gemma":[0.000006097343,0.000055838645,0.00008898782,0.00020463314,0.000058745685,0.00023368675,0.00004437487,0.0001230239,0.00013560506],"study_design_candidate":"bench_or_experimental","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":[0.00027248287,0.00040631628,0.013164566,0.00011739189,0.00005385711,0.0000029862217,0.0003294539,0.006029481,0.60888577,0.005635172,0.011236598,0.35386592],"study_design_scores_gemma":[0.00085871475,0.0017200524,0.46118322,0.0001566917,0.000031293803,0.000008907601,0.00019714917,0.48197788,0.032916967,0.0035449434,0.016431285,0.0009729022],"about_ca_topic_score_codex":0.00076250156,"about_ca_topic_score_gemma":0.00007612602,"teacher_disagreement_score":0.5759688,"about_ca_system_score_codex":0.000020250898,"about_ca_system_score_gemma":0.000008581685,"threshold_uncertainty_score":0.99987394},"labels":[],"label_agreement":null}]}