研究论文
Nonlinear collapse simulation of Daikai Subway in the 1995 Kobe earthquake: Necessity of dynamic analysis for a shallow tunnel
Chih-Chieh Lu, Jin‐Hung Hwang
National Center for Research on Earthquake Engineering National Central University
来源Tunnelling and Underground Space Technology
年份2019
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工程Geotechnical Engineering and Underground Structures
Seismic Performance and Analysis · Geotechnical Engineering and Analysis
参考文献 32
Finite Element Method Accuracy for Wave Propagation Problems
被引 1,465Roger L. Kuhlemeyer, John Lysmer · Journal of the Soil Mechanics and Foundations Division · 1973
Analytical solution for deep rectangular structures subjected to far-field shear stresses
被引 160H. Huo, Antonio Bobet, G. Fernández · Tunnelling and Underground Space Technology · 2006
Shear Modulus and Damping Relationships for Gravels
被引 510Kyle M. Rollins, Mark D. Evans, Nathan B. Diehl · Journal of Geotechnical and Geoenvironmental Engineering · 1998
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引用本文 117
Seismic behaviour of tunnels: From experiments to analysis
被引 356Grigorios Tsinidis, Filomena de Silva, Ioannis Anastasopoulos · Tunnelling and Underground Space Technology · 2020
Seismic response of subway station in soft soil: Shaking table testing versus numerical analysis
被引 88Weifeng Wu, Shiping Ge, Yong Yuan · Tunnelling and Underground Space Technology · 2020
Numerical simulation of damage evolution of Daikai station during the 1995 Kobe earthquake
被引 88Van‐Quang Nguyen, Zubair Ahmed Nizamani, Duhee Park · Engineering Structures · 2020
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