Deformation-based longitudinal equivalent stiffness beam model for shield tunnel and its application in seismic deformation method
Author:
Funder
National Natural Science Foundation of China
National Key Research and Development Program of China
Publisher
Elsevier BV
Reference26 articles.
1. Nonlinear longitudinal equivalent bending stiffness of shield tunnel under the combined effect of axial force and bending moment;Geng;Chinese Journal of Rock Mechanics and Engineering,2017
2. Study on seismic performance of shield tunnels under combined effect of axial force and bending moment in the longitudinal direction;Geng;Tunnelling and Underground Space Technology,2019
3. Full-scale test on seismic performance of circumferential joint of shield-driven tunnel;Guo;Soil Dynamics and Earthquake Engineering,2021
4. Shaking tests and dynamic behavior analyses in longitudinal direction of shield tunnel under transverse seismic force;He;Doboku Gakkai Ronbunshu,1999
5. Analytical algorithm of longitudinal bending stiffness of shield tunnel considering longitudinal residual jacking force;Huang;Tunnelling and Underground Space Technology,2023
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. Variation of segment joint opening of underwater shield tunnel during long operational period;Tunnelling and Underground Space Technology;2024-11
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