{"id":"W7162822423","doi":"","title":"ShearCapacity ofBasaltFiberReinforcedPolymerReinforcedRecycledConcreteDeepBeamWithoutWebReinforcement","year":2015,"lang":"zh","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Shear (geology); Compressive strength; Failure mode and effects analysis; Reinforcement; Rebar; Shearing (physics); Shear strength (soil); T-beam","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006403609,0.0005032289,0.0002176058,0.0005986126,0.0001744989,0.0001927247,0.0003486219,0.0003108336,0.003858561],"category_scores_gemma":[0.0006463899,0.0002093642,0.000288302,0.000389727,0.000292941,0.0005195162,0.0002231724,0.0003150675,0.0008431342],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003165087,"about_ca_system_score_gemma":0.0003682237,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002370395,"about_ca_topic_score_gemma":0.004103821,"domain_scores_codex":[0.9994599,0.00002970376,0.0000378872,0.000100415,0.000288371,0.00008375627],"domain_scores_gemma":[0.9993289,0.0001137696,0.0001460285,0.00008388861,0.0002653198,0.00006216166],"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":[0.0003110798,0.000082497,0.01766109,0.000146552,0.00003129274,0.0001120265,0.0001416849,0.005708283,0.9571518,0.000293681,0.000144134,0.01821594],"study_design_scores_gemma":[0.00000721184,0.0004888033,0.02910189,0.00001991648,0.00002965459,0.00008101545,0.00008085436,0.009856717,0.9593475,0.00007555215,0.000890833,0.00001999754],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961862,0.0003592061,0.002186005,0.00001026345,0.00001453747,0.000008789671,0.0002848684,0.00004111227,0.0009091097],"genre_scores_gemma":[0.9970648,0.0001617001,0.0007784328,0.000007052155,0.000001806899,0.000009319201,0.0003533084,0.000009453409,0.001614114],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003858561,"threshold_uncertainty_score":0.01290816,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.2383219927569258,"score_gpt":0.5017295680853598,"score_spread":0.2634075753284341,"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."}}