Residual displacement responses of RC bridge columns with degradation and pinching effect under near-fault pulsed ground motions

Author:

Dong HuihuiORCID,Wang Chao,Du Xiuli,Han Qiang

Funder

National Natural Science Foundation of China

Beijing Municipal Education Commission

Publisher

Springer Science and Business Media LLC

Reference42 articles.

1. Aamir BM, Imteyaz AM, Islam N, Umair M (2022) Damage assessment of circular bridge pier incorporating high-strength steel reinforcement under near-fault ground motions. Mater Today: Proc 64:488–498

2. Alavi B, Krawinkler H (2004) Behavior of moment-resisting frame structures subjected to near-fault ground motions. Earthq Eng Struct Dyn 33(6):687–706

3. Amiri G, Razeghi HR, Davoudi A (2011) The effect of fling step and forward directivity on the seismic response of MSSS bridges. Transport Res J 1(1):9

4. Baber T, Noori M (1985) Random vibration of degrading systems with pinching hysteresis. J Eng Mech 111(8):1010–1026

5. Borzi B, Calvi G, Elnashai A, Faccioli E, Bommer J (2001) Inelastic spectra for displacement-based seismic design. Soil Dyn Earthq Eng 21(1):47–61

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

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