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 |