Effect of different configurations of end stirrups on the seismic performance of RC columns-Reference-Cited by-同舟云学术

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Effect of different configurations of end stirrups on the seismic performance of RC columns

Published:2024-01 Issue: Volume:59 Page:105766
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zhang Yi-Yao,Ma Ke-Jian,Bao En-He,Wang Xiao-Peng,Wu Yong-Song

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference38 articles.

1. Effects of tie detailing configurations on reinforcement buckling and seismic performance of high-strength RC columns;Wu;Soil Dyn Earth Eng,2021

2. Effects of stirrups in spliced region on the bond strength of corroded splices in reinforced concrete (RC) beams;Moodi;Constr Build Mater,2020

3. Compressive behaviour of concrete elliptical columns confined by single hoops;Campione;Eng Struct,2007

4. Experimental validation of seismic code provisions for RC columns;Vintzileou;Eng Struct,2007

5. Cyclic loading test for reinforced concrete columns with continuous rectangular and polygonal hoops;Eom;Eng Struct,2014

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental and Numerical Investigations on the Seismic Performance of High-Strength Exterior Beam-Column Joints with Steel Fibers;Materials;2024-08-16

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