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原文传递 Effect of Load Cycling, FRP Jackets, and Lap-Splicing of Longitudinal Bars on the Effective Stiffness and Ultimate Deformation of Flexure-Controlled RC Members
题名: Effect of Load Cycling, FRP Jackets, and Lap-Splicing of Longitudinal Bars on the Effective Stiffness and Ultimate Deformation of Flexure-Controlled RC Members
其他题名: ASCE.(2007)."Seismic rehabilitation of existing buildings."ASCE/SEI 41-06,Reston,VA.
正文语种: 英文
作者: Sofia Grammatikou
关键词: ultimate;deform;wrapping;database;supplement;conditions;angular;section;yield;control
摘要: Practical models for the deformations of flexure-controlled reinforced concrete (RC) members at flexural yielding and at ultimate conditions and for their secant-to-yield-point stiffness were developed using a database of thousands of tests. They apply to monotonic or cyclic lateral loading and seamlessly cover beams; rectangular columns or walls; members with circular, T-, H-, U-, or box sections; conforming or not to seismic design codes; with continuous or lap-spliced bars; and with fiber reinforced polymer (FRP) wrapping or without. Empirical models for the ultimate deformation supplement a physical model based on curvatures and on a plastic hinge length. A procedure to identify the likely failure mode is proposed and applied to a larger database including shear-critical test specimens.
出版年: 2018
论文唯一标识: P-26Y2018V144N06020
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0002045
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 06
页码: 239-257
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