Failure of double friction pendulum bearings under pulse-type motions
Author:
Affiliation:
1. Department of Civil Engineering; McMaster University; Hamilton Canada
2. Takenaka Research and Development Institute; Chiba Japan
Funder
Takenaka Corporation
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference19 articles.
1. Mechanics of Rubber Bearings for Seismic and Vibration Isolation
2. Performance of base-isolated reinforced concrete buildings under bidirectional seismic excitation considering pounding with retaining walls including friction effects;Pant;Earthquake Engineering and Structural Dynamics,2014
3. Experimental simulation of base-isolated buildings pounding against moat wall and effects on superstructure response;Masroor;Earthquake Engineering and Structural Dynamics,2012
4. Dynamics of inelastic base-isolated structures subjected to analytical pulse ground motions;Vassiliou;Earthquake Engineering and Structural Dynamics,2013
5. Sarlis AA Constantinou MC Model of triple friction pendulum bearing for general geometric and frictional parameters and for uplift conditions 2013
Cited by 64 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 investigation on seismic performance of novel cable-restraining composite rubber bearings for highway bridges;Engineering Structures;2024-10
2. Proposing unsupervised clustering-based earthquake records selection framework for computationally efficient nonlinear response history analysis of structures equipped with multi-stage friction pendulum bearings;Soil Dynamics and Earthquake Engineering;2024-07
3. Static and dynamic experimental validations of a frictional isolator with improved internal lateral impact behavior;Soil Dynamics and Earthquake Engineering;2024-06
4. Development and validation of an innovative uplift-restraining friction pendulum bearing;Engineering Structures;2024-06
5. Seismic responses of structure isolated by FPB subject to pounding between the sliding interfaces considering soil-structure interaction;EARTHQ STRUCT;2024
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