A HIGH SEISMIC PERFORMANCE CONCEPT OF INTEGRATED BRIDGE PIER WITH TRIPLE RC COLUMNS ACCOMPANIED BY FRICTION DAMPER PLUS GAP
Author:
Affiliation:
1. Dept. of Urban Management, Kyoto University
2. Dept. of Civil and Earth Resource Engineering, Kyoto University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejseee/74/4/74_I_131/_pdf
Reference29 articles.
1. 1) Moehle, J. P. and Eberhard, M. O. : Bridge Engineering Handbook: Earthquake Damage to Bridges, CRC Press, Boca Raton, chapter 34, p. 34, 2000.
2. 2) Mitoulis, S. A. and Rodriguez Rodriguez, J. : Seismic performance of novel resilient hinges for columns and application on irregular bridges, Journal of Bridge Engineering, Vol. 22, No. 2, pp. 1-12, 2017.
3. 3) Japan Road Association : Specifications for Highway Bridges: Part V Seismic Design, Maruzen, Tokyo, 2012.
4. 4) Takahashi, Y. and Hoshikuma, J. : Damage to road bridges induced by ground motion in the 2011 Great East Japan Earthquake, Journal of JSCE, Vol. 1, pp. 398-410, 2013.
5. 5) Itoh, Y., Gu, H., Satoh, K. and Yamamoto, Y. : Longterm deterioration of high damping rubber bridge bearing, Doboku Gakkai Ronbunshuu A, Vol. 62, No. 3, pp. 595-607, 2006.
Cited by 3 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. Numerical Model of Finned Tubular Shear Panel Damper for Multi-direction Seismic Excitation;Lecture Notes in Civil Engineering;2022
2. Seismic Performance Comparison of Pile Supported Slab Viaduct with PHC Pile and RC Bored Pile in South Part of Java Island;Lecture Notes in Civil Engineering;2022
3. Resilient connection for accelerated bridge constructions;Structures;2021-10
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