Experimental study on steel reinforced concrete columns subjected to combined bending-torsion cyclic loading-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Experimental study on steel reinforced concrete columns subjected to combined bending-torsion cyclic loading

Published:2018-04-16 Issue:11 Volume:27 Page:e1479
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Chen Shicai¹^ORCID,Peng Wei¹,Yan Weiming¹

Affiliation:

1. The Ministry of Education Laboratory of City and Project Safety and Disaster Alleviation; Beijing University of Technology; Beijing China

Funder

Beijing Science and Technology Foundation

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference20 articles.

1. Role of concrete confinement of wide-flange structural steel shape in steel reinforced concrete columns under cyclic loading

2. Seismic performances of steel reinforced concrete bridge piers

3. Experimental study on seismic performance of mega steel-reinforced concrete columns subjected to cyclic loads

4. Experimental study on hysteretic properties of SRC columns with high steel ratio

Cited by 9 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. Behaviour of circular concrete bridge columns internally reinforced with GFRP under reversed-cyclic loading including torsion;Structures;2024-01

2. Crack-based model for seismic behaviour of concrete columns under combined compression-bending and torsion;Structures;2023-10

3. An Experimental Study on Torsional Behavior of Reinforced Concrete Columns Retrofitted with Hybrid Concrete Jackets;Materials;2023-02-01

4. Experimental Investigation on the Enhancement of Ductility in SRC Columns;Lecture Notes in Civil Engineering;2023

5. Experimental study on the seismic behavior of large‐size square and rectangular steel reinforced concrete columns with high and normal strength concrete;The Structural Design of Tall and Special Buildings;2021-11-28

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号京ICP备18003416号-3