{"id":"W1963500603","doi":"10.1139/l01-014","title":"Effect of foundation flexibility on seismic response of reinforced concrete TV-towers","year":2001,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Research Centre","keywords":"Bending moment; Foundation (evidence); Flexibility (engineering); Structural engineering; Soil structure interaction; Geotechnical engineering; Finite element method; Shear force; Shear (geology); Seismic analysis; Natural frequency; Engineering; Bending; Geology; Mathematics; Vibration","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009037437,0.0001446515,0.0003669724,0.0006006134,0.00002327122,0.00001204091,0.0001614195,0.00007115065,0.000134064],"category_scores_gemma":[0.000272998,0.0001408204,0.0001660149,0.0003622377,0.00003219762,0.0001883587,0.000003433014,0.000203721,0.000003861792],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002219119,"about_ca_system_score_gemma":0.0001550251,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003223977,"about_ca_topic_score_gemma":0.0003575147,"domain_scores_codex":[0.9990243,0.00003296151,0.0004773611,0.00006808952,0.0001629141,0.0002343139],"domain_scores_gemma":[0.9991809,0.0001863299,0.0001206239,0.0001900926,0.0000867955,0.0002352965],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001499754,2.948187e-7,0.0003805085,0.0001089097,0.00009275514,0.00002511755,0.0001709376,0.9783851,0.01918015,0.00001076685,0.0001465249,0.001348987],"study_design_scores_gemma":[0.0008401565,0.0006052934,0.001217441,0.000446714,0.00009423277,0.00007034742,0.00003823573,0.9307876,0.06175017,0.000004627128,0.003937637,0.0002074988],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9918623,0.0002239563,0.006945733,0.00003033634,0.0002964779,0.00005605633,0.000005161987,0.00001726958,0.0005626853],"genre_scores_gemma":[0.9997476,0.00005994153,0.00003681231,0.00001761331,0.00006721239,0.000001105766,0.000002717486,0.00002135633,0.00004559991],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04759743,"threshold_uncertainty_score":0.574249,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006553641237223991,"score_gpt":0.2090891075202518,"score_spread":0.2025354662830278,"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."}}