Application of Biot’s Poroelasticity to Seismic Analysis of Subway Stations in a Saturated Poroelastic Half-space: Effects of Viscous Coupling
Author:
Affiliation:
1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin China
2. Department of Civil Engineering, Tianjin University, Tianjin China
Funder
National Natural Science Foundation of China
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2020.1815610
Reference42 articles.
1. Parametric analysis of the seismic response of coupled tunnel–soil–aboveground building systems by numerical modelling
2. The reflection of P-waves in a poroelastic half-space saturated with viscous fluid
3. Evaluation of 2D Seismic Site Response due to Hill-Cavity Interaction Using Boundary Element Technique
4. Tunnel flexibility effect on the ground surface acceleration response
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
1. Seismic Response of Utility Tunnel in Trapezoidal Backfilled Soil Under P Wave and Amplification Effect of Ground Motion;Journal of Earthquake Engineering;2024-05
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