{"id":"W2292247556","doi":"10.1007/s10518-016-9871-1","title":"The near-field method: a modified equivalent linear method for dynamic soil–structure interaction analysis. Part II: verification and example application","year":2016,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"","keywords":"Hydrogeology; Field (mathematics); Computer science; Geology; Mathematics; Geotechnical engineering","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":[0.0005673511,0.0005175259,0.0004315233,0.0003340435,0.0003117801,0.0003435621,0.001212657,0.0008642306,0.00834204],"category_scores_gemma":[0.00129107,0.0002464442,0.0003932557,0.0001997282,0.0003837781,0.001142076,0.0007133975,0.000764685,0.001295813],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002425021,"about_ca_system_score_gemma":0.0005325254,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003737712,"about_ca_topic_score_gemma":0.003828315,"domain_scores_codex":[0.9998077,0.00006944028,0.000008146424,0.00001842511,0.00008589355,0.00001049739],"domain_scores_gemma":[0.9996485,0.0001629512,0.00002506054,0.00004390491,0.0001070353,0.00001261268],"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":[0.0002452041,0.0002961308,0.0006834808,0.0005317648,0.00006508956,0.0003644956,0.0003000501,0.5555801,0.05315164,0.07337368,0.007859987,0.3075484],"study_design_scores_gemma":[0.00001644199,0.0000329891,0.00008526989,0.000009367937,0.000004899149,0.00003964103,0.00001409645,0.9918897,0.001726629,0.002569687,0.003603369,0.000007900197],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.004839675,0.00007432761,0.9904005,0.00005912907,0.00003817649,0.00004388466,0.00004784387,0.0003110985,0.004185406],"genre_scores_gemma":[0.3748079,0.0003729501,0.5904067,0.0002310816,0.00006777376,0.000481936,0.0002435042,0.0005449929,0.03284319],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.00834204,"threshold_uncertainty_score":0.02790684,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01027010382886558,"score_gpt":0.2476432184708543,"score_spread":0.2373731146419887,"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."}}