Seismic performance of underground subway station structure considering connection modes and diaphragm wall-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Seismic performance of underground subway station structure considering connection modes and diaphragm wall

Published:2019-12 Issue: Volume:127 Page:105842
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Haiyang Zhuang,Jing Yang,Su Chen,Jisai Fu,Guoxing Chen

Funder

National Natural Science Foundation of China

NSFC

Natural Science Foundation of Jiangsu Province

National Key R&D Program of China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference33 articles.

1. Damage to daikai subway station. Special issue of soils and foundations;Iida;JSCE,1996

2. Damage to Daikai subway station during the 1995 Hyogoken–Nunbu earthquake and its investigation;Yoshida,1996

3. Load transfer mechanisms between underground structure and surrounding ground: evaluation of the failure of the Daikai station;Huo;J. Geotechnical. Geoenviron Eng, ASCE,2005

4. Seismic design of underground structures;Kawashima,1994

5. Seismic design of underground structures in soft ground;Kawashima,1999

Cited by 35 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. Shaking table test for near-valley underground station: Influence of diaphragm walls;Tunnelling and Underground Space Technology;2024-11

2. LEGO®-inspired decision-making model for automatic construction of precast diaphragm walls;Automation in Construction;2024-10

3. A comprehensive review of resilience of urban metro systems: A perspective from earthquake engineering;Tunnelling and Underground Space Technology;2024-10

4. Using Finite Element Method in Seismic Analysis: A Literature Review on Diaphragm Wall;IOP Conference Series: Earth and Environmental Science;2024-06-01

5. Bending behavior of segmental precast diaphragm walls using bolted sleeve joints;Structural Concrete;2024-05-08

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