{"id":"W1980528154","doi":"10.1002/eqe.542","title":"Seismic behaviour of cracked concrete gravity dams","year":2005,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"Concordia University","funders":"","keywords":"Gravity dam; Structural engineering; Displacement (psychology); Geology; Geotechnical engineering; Residual; Finite element method; Engineering; Computer science","routes":{"ca_aff":true,"ca_fund":false,"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":[0.000194865,0.0002178755,0.0001908061,0.0002632308,0.0001388473,0.000205877,0.0002697033,0.0004069645,0.001084133],"category_scores_gemma":[0.0006672458,0.0001447831,0.0001419143,0.0001601254,0.0003304846,0.0002072549,0.0002855958,0.0002201884,0.0001271347],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002859372,"about_ca_system_score_gemma":0.0002450898,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00545134,"about_ca_topic_score_gemma":0.003259982,"domain_scores_codex":[0.9999012,0.00002286761,0.000005057062,0.00001456824,0.00003857028,0.00001770858],"domain_scores_gemma":[0.9998164,0.00005757928,0.00003339585,0.0000224471,0.00004967754,0.0000206131],"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":[0.0001216096,0.00004500653,0.008240169,0.00003950812,0.00002309414,0.0004212347,0.0002385236,0.9379882,0.04258609,0.002006296,0.0002055543,0.008084628],"study_design_scores_gemma":[0.000007786,0.00007090582,0.00344886,0.000003719333,0.000005873813,0.00004103197,0.00003297776,0.9921794,0.003842163,0.0001766303,0.0001841244,0.00000649453],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9904351,0.00001725893,0.00800065,0.00001736255,0.000002244963,0.000006402744,0.00003684243,0.00006366372,0.001420482],"genre_scores_gemma":[0.9990915,0.00001162378,0.0005516707,0.000002214521,4.357054e-7,0.000002508677,0.00002765363,0.000004014739,0.0003083955],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00545134,"threshold_uncertainty_score":0.01083922,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003571049824674283,"score_gpt":0.1944445627516707,"score_spread":0.1908735129269964,"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."}}