{"id":"W2046302510","doi":"10.1061/(asce)0733-9445(2004)130:11(1692)","title":"Shear Strength Model for Lightly Reinforced Concrete Columns","year":2004,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":506,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; University of Washington","keywords":"Structural engineering; Shear (geology); Shear strength (soil); Ductility (Earth science); Compressive strength; Transverse plane; Materials science; Reinforced concrete; Reinforcement; Geotechnical engineering; Column (typography); Geology; Composite material; Engineering; Creep","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009391323940847568,"score_gpt":0.2166383818727013,"score_spread":0.2072470579318537,"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."}}