{"id":"W2092207641","doi":"10.1061/(asce)st.1943-541x.0000581","title":"Shake Table Testing of Slender RC Shear Walls Subjected to Eastern North America Seismic Ground Motions","year":2012,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Earthquake shaking table; Shear (geology); Shear wall; Hinge; Shake; Reinforced concrete; Cracking; Geotechnical engineering; Geology; Plastic hinge; Shear force; Materials science; Engineering; Composite material","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003733612,0.000503013,0.0004028545,0.0003951651,0.0003844377,0.0002736202,0.0003527751,0.0004838857,0.002075619],"category_scores_gemma":[0.000689698,0.0003187137,0.0002940373,0.0002394231,0.000735664,0.0002283503,0.0004098489,0.0002320182,0.0003818765],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002312168,"about_ca_system_score_gemma":0.0002270932,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002388332,"about_ca_topic_score_gemma":0.01119547,"domain_scores_codex":[0.9996768,0.00004588556,0.00002214704,0.00005516434,0.000135455,0.00006443198],"domain_scores_gemma":[0.9995436,0.0001230759,0.00008274661,0.00006278955,0.0001134869,0.00007436765],"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":[0.001449436,0.0001190822,0.01814636,0.00007277337,0.00003219281,0.001257928,0.0009452288,0.006208162,0.9650493,0.00009892091,0.00008541158,0.0065353],"study_design_scores_gemma":[0.00007964396,0.006950972,0.2675879,0.0000275835,0.00007852638,0.0007474345,0.00209211,0.008074002,0.7128314,0.00005665075,0.00142623,0.00004746008],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995902,0.000009093288,0.0001739725,0.000001822422,0.000001699275,0.000003318128,0.00001374662,0.000005844862,0.0002002663],"genre_scores_gemma":[0.9985617,0.00002107036,0.0004057334,0.00000575014,0.000001521125,0.000006718704,0.0000590235,0.000005902718,0.0009326876],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002388332,"threshold_uncertainty_score":0.006943643,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01238493218626328,"score_gpt":0.204747996335808,"score_spread":0.1923630641495447,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}