中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
An investigation of the influence of near-fault ground motion parameters on the pile's response in liquefiable soil

文献类型:期刊论文

作者Hui, Shuqing; Tang, Liang; Zhang, Xiaoyu; Wang, Youqing; Ling, Xianzhang; Xu, Bowen
刊名EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION
出版日期2018
卷号17期号:4页码:729-745
关键词seismic response predictive equations near-fault ground motion pile foundation liquefaction
ISSN号1671-3664
DOI10.1007/s11803-018-0472-7
英文摘要SHAKE-TABLE EXPERIMENT; SEISMIC RESPONSE; DYNAMIC-RESPONSE; COLLAPSE RISK; EARTHQUAKE; BEHAVIOR; BRIDGE; SIMULATIONS; FOUNDATIONS; DESIGN
WOS研究方向Engineering
语种英语
WOS记录号WOS:000448479600005
源URL[http://119.78.100.198/handle/2S6PX9GI/15167]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
2.Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Heilongjiang, Peoples R China;
推荐引用方式
GB/T 7714
Hui, Shuqing,Tang, Liang,Zhang, Xiaoyu,et al. An investigation of the influence of near-fault ground motion parameters on the pile's response in liquefiable soil[J]. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION,2018,17(4):729-745.
APA Hui, Shuqing,Tang, Liang,Zhang, Xiaoyu,Wang, Youqing,Ling, Xianzhang,&Xu, Bowen.(2018).An investigation of the influence of near-fault ground motion parameters on the pile's response in liquefiable soil.EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION,17(4),729-745.
MLA Hui, Shuqing,et al."An investigation of the influence of near-fault ground motion parameters on the pile's response in liquefiable soil".EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION 17.4(2018):729-745.

入库方式: OAI收割

来源:武汉岩土力学研究所

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