{"id":"W2429270232","doi":"","title":"Non-Linear Behaviour Modelling of RC Panels Subjected to In-Plane Loads","year":2010,"lang":"en","type":"article","venue":"AirIuav (Università Iuav di Venezia)","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Structural engineering; Nonlinear system; Finite element method; Principal stress; Reinforced concrete; Shear (geology); Reinforcement; Deflection (physics); Constitutive equation; Softening; Engineering; Materials science; Composite material; Physics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00008949133,0.0003023505,0.0004062478,0.0004751276,0.00005981139,0.00001736787,0.0005201475,0.0002616817,0.0001652376],"category_scores_gemma":[0.00001047643,0.0003754316,0.0001265601,0.0006570187,0.00006247059,0.0003345365,0.0001066902,0.0005438137,0.00008588933],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008326115,"about_ca_system_score_gemma":0.00004094986,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006107197,"about_ca_topic_score_gemma":0.00008012554,"domain_scores_codex":[0.9985477,0.00001114661,0.0002942967,0.0003198867,0.0003094927,0.0005174205],"domain_scores_gemma":[0.9990112,0.00004569802,0.00006715702,0.000520105,0.0001164472,0.0002393756],"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":[0.00008072215,0.000006497519,0.02948566,0.00007767346,0.00005959883,0.000248379,0.001493238,0.2370297,0.7282957,0.0003509877,0.0001056376,0.002766138],"study_design_scores_gemma":[0.002870625,0.0003186723,0.1744686,0.0002126301,0.0002380348,0.0001008262,0.001042618,0.1923872,0.6258731,0.00006397895,0.0008155936,0.001608015],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9914953,0.00001736284,0.006095728,0.00004339735,0.0005841528,0.0003043098,0.00004397975,0.0002325446,0.001183207],"genre_scores_gemma":[0.994966,0.00001076042,0.004594244,0.00001859245,0.00006786404,0.000004394655,0.00004795779,0.00006018853,0.0002300429],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.144983,"threshold_uncertainty_score":0.9998698,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01519295667882656,"score_gpt":0.212795609665466,"score_spread":0.1976026529866395,"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."}}