{"meta":{"query_hash":"a338e60c97b6","filters":{"venue":"International Journal of Masonry Research and Innovation"},"cohort_total":3,"direct_labels_cover":0,"predictions_cover":3,"exported":3,"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/a338e60c97b6","api":"https://metacan.xera.ac/api/v1/cohort?venue=International+Journal+of+Masonry+Research+and+Innovation"},"results":[{"id":"W3014326307","doi":"10.1504/ijmri.2020.10028172","title":"A continuum-based strength criterion for masonry: identification of parameters and validation","year":2020,"lang":"en","type":"article","venue":"International Journal of Masonry Research and Innovation","topic":"Masonry and Concrete Structural Analysis","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":"McMaster University","funders":"","keywords":"Masonry; Structural engineering; Scalar (mathematics); Anisotropy; Finite element method; Test data; Mathematics; Computer science; Engineering; Geometry; Physics","score_opus":0.06210499584717964,"score_gpt":0.33361805525944294,"score_spread":0.2715130594122633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3014326307","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.039341122,0.00012622909,0.957221,0.000051780902,0.000013606049,0.00006851774,0.000055498153,0.00015219137,0.0029700822],"genre_scores_gemma":[0.7690859,0.00017075316,0.22946885,0.0000436411,0.000028220782,0.00018621435,0.00014368989,0.0000855916,0.0007871991],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986564,0.0003286177,0.000057222238,0.0001208948,0.0007822341,0.000054589967],"domain_scores_gemma":[0.99742484,0.0011940701,0.00026972927,0.00028482132,0.00074396835,0.00008261696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022646992,0.000641709,0.0005200548,0.0016657328,0.00030696657,0.0007263197,0.0010028529,0.00092765933,0.00093137415],"category_scores_gemma":[0.0063858605,0.00020798143,0.00043621878,0.00047744636,0.0012028224,0.0007508547,0.0010566561,0.0007257886,0.0005417696],"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":[0.000089759276,0.00016913065,0.005461547,0.00027393876,0.000028696666,0.00023142656,0.00008618747,0.7556501,0.09166968,0.05804381,0.00064831285,0.087647445],"study_design_scores_gemma":[0.0000074396285,0.00009002573,0.0011159587,0.000021105045,0.000004768865,0.000094210394,0.000014801268,0.9824785,0.008352535,0.0069766114,0.0008280263,0.000016020844],"about_ca_topic_score_codex":0.00092519843,"about_ca_topic_score_gemma":0.0007055512,"teacher_disagreement_score":0.0022646992,"about_ca_system_score_codex":0.00053431327,"about_ca_system_score_gemma":0.0010125084,"threshold_uncertainty_score":0.011976957},"labels":[],"label_agreement":null},{"id":"W4229772173","doi":"10.1504/ijmri.2020.108004","title":"A continuum-based strength criterion for masonry: identification of parameters and validation","year":2020,"lang":"en","type":"article","venue":"International Journal of Masonry Research and Innovation","topic":"Masonry and Concrete Structural Analysis","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":"McMaster University","funders":"","keywords":"Masonry; Structural engineering; Scalar (mathematics); Finite element method; Anisotropy; Test data; Computer science; Mathematics; Engineering; Physics; Geometry","score_opus":0.06210499584717964,"score_gpt":0.33361805525944294,"score_spread":0.2715130594122633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229772173","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.039341122,0.00012622909,0.957221,0.000051780902,0.000013606049,0.00006851774,0.000055498153,0.00015219137,0.0029700822],"genre_scores_gemma":[0.7690859,0.00017075316,0.22946885,0.0000436411,0.000028220782,0.00018621435,0.00014368989,0.0000855916,0.0007871991],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986564,0.0003286177,0.000057222238,0.0001208948,0.0007822341,0.000054589967],"domain_scores_gemma":[0.99742484,0.0011940701,0.00026972927,0.00028482132,0.00074396835,0.00008261696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022646992,0.000641709,0.0005200548,0.0016657328,0.00030696657,0.0007263197,0.0010028529,0.00092765933,0.00093137415],"category_scores_gemma":[0.0063858605,0.00020798143,0.00043621878,0.00047744636,0.0012028224,0.0007508547,0.0010566561,0.0007257886,0.0005417696],"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":[0.000089759276,0.00016913065,0.005461547,0.00027393876,0.000028696666,0.00023142656,0.00008618747,0.7556501,0.09166968,0.05804381,0.00064831285,0.087647445],"study_design_scores_gemma":[0.0000074396285,0.00009002573,0.0011159587,0.000021105045,0.000004768865,0.000094210394,0.000014801268,0.9824785,0.008352535,0.0069766114,0.0008280263,0.000016020844],"about_ca_topic_score_codex":0.00092519843,"about_ca_topic_score_gemma":0.0007055512,"teacher_disagreement_score":0.0022646992,"about_ca_system_score_codex":0.00053431327,"about_ca_system_score_gemma":0.0010125084,"threshold_uncertainty_score":0.011976957},"labels":[],"label_agreement":null},{"id":"W4252785437","doi":"10.1504/ijmri.2021.112070","title":"Testing and finite element modelling of concrete block masonry walls under axial and out-of-plane loading","year":2021,"lang":"en","type":"article","venue":"International Journal of Masonry Research and Innovation","topic":"Masonry and Concrete Structural Analysis","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":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Masonry; Rebar; Structural engineering; Finite element method; Materials science; Grout; Mortar; Displacement (psychology); Geotechnical engineering; Boundary value problem; Geology; Composite material; Engineering; Mathematics","score_opus":0.08260610407189917,"score_gpt":0.31145687427668983,"score_spread":0.22885077020479067,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4252785437","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":[0.9250634,0.00009573486,0.06688585,0.000035400728,0.00001732922,0.00011822489,0.0006121999,0.00040791847,0.0067640515],"genre_scores_gemma":[0.97892386,0.00010596354,0.017322216,0.000007724933,0.0000021336377,0.00011210225,0.00037811644,0.0000469117,0.0031009568],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995585,0.000050002298,0.0000284025,0.000046970214,0.0002560727,0.000060075705],"domain_scores_gemma":[0.9996487,0.00015340613,0.000048251917,0.000065103224,0.00006412539,0.000020448788],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049991923,0.00060125196,0.00053840264,0.00057912245,0.00030410115,0.00055215514,0.001113637,0.0011748306,0.002558195],"category_scores_gemma":[0.00074007915,0.0005057896,0.00050899514,0.00047061083,0.0007155143,0.00032993563,0.00038944604,0.00040652562,0.00068953796],"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":[0.000094017654,0.00008584858,0.002629898,0.00013205124,0.000015376161,0.00022003723,0.00030196417,0.8889377,0.096339256,0.0011008432,0.00019221827,0.009950811],"study_design_scores_gemma":[0.000012061914,0.00020321431,0.0052143736,0.000024720166,0.000010127291,0.000108141016,0.00013487611,0.95667046,0.03637512,0.00030155334,0.0009213765,0.00002402587],"about_ca_topic_score_codex":0.005772959,"about_ca_topic_score_gemma":0.008060901,"teacher_disagreement_score":0.005772959,"about_ca_system_score_codex":0.00032447916,"about_ca_system_score_gemma":0.0006865132,"threshold_uncertainty_score":0.0114786625},"labels":[],"label_agreement":null}]}