Seismic performance of circular reinforced concrete columns subjected to compression, bending and torsion with low and moderate shear span ratio-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Seismic performance of circular reinforced concrete columns subjected to compression, bending and torsion with low and moderate shear span ratio

Published:2021-08 Issue:3 Volume:21 Page:
ISSN:1644-9665
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archiv.Civ.Mech.Eng

Author:

Jiao Chiyu,Liu Yang,Wei Biao,Li Jianzhong,Hu Zhangliang,Zhu Gexi

Funder

Natural Science Foundation

Natural Science Foundation of Beijing

National Key Laboratory of Civil Engineering Disaster Relief Fund

Outstanding Talent Training -Young Top-Notch Individual project of Beijing

National Youth Natural Science Foundation

Young talent program of Beijing University of Civil Engineering and Architecture

Housing and Urban-Rural Development Research and Development Project

Research Project of Beijing Municipal Commission of Education

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s43452-021-00282-8.pdf

Reference21 articles.

1. Amjadian M, Agrawal AK. Rigid-Body motion of horizontally curved bridges subjected to Earthquake-Induced pounding. J Bridge Eng. 2016. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000962.

2. Broderick BM, Elnashai AS. Analysis of the failure of Interstate 10 freeway ramp during the Northridge earthquake of 17 January 1994. Earthq Eng Struct Dyn. 1995;24(2):189–208. https://doi.org/10.1002/eqe.4290240205.

3. Sun Z, Wang D, Guo X, Si B, Huo Y. Lessons learned from the damaged Huilan Interchange in the 2008 Wenchuan earthquake. J Bridge Eng. 2012. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000210

4. Wang Z, Lee GC (2009) A comparative study of bridge damage due to the Wenchuan, Northridge, Loma Prieta and San Fernando earthquakes. Earthq Eng Eng Vib. 8(2):251–261. https://doi.org/10.1007/s11803-009-9063-y

5. Jiao C, Liu Y, Wu S, Ma Y, Huang J, Liu W (2021) Influence of pounding buffer zone for mitigation of seismic response of curved bridges. Structures. 32. https://doi.org/10.1016/j.istruc.2021.02.046

Cited by 5 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. Resilience assessment and optimization method of city road network in the post-earthquake emergency period;Earthquake Engineering and Engineering Vibration;2024-05-18

2. Effects of axial compression ratio on seismic behavior of shallow‐buried rectangular stations: Hybrid simulation and quasi‐static test;Earthquake Engineering & Structural Dynamics;2024-04-25

3. Bending restoring force model of angle-steel reinforced concrete columns under combined torsion;Structures;2023-09

4. Post‐earthquake damage recognition and condition assessment of bridges using UAV integrated with deep learning approach;Structural Control and Health Monitoring;2022-10-07

5. Potential of remote sensing data to support the seismic safety assessment of reinforced concrete buildings affected by slow-moving landslides;Archives of Civil and Mechanical Engineering;2022-03-13

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