Deformation-based longitudinal equivalent stiffness beam model for shield tunnel and its application in seismic deformation method-Reference-Cited by-同舟云学术

Deformation-based longitudinal equivalent stiffness beam model for shield tunnel and its application in seismic deformation method

Published:2024-08 Issue: Volume:17 Page:280-299
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Chen Pingliang,Geng Ping,Chen Junbo^ORCID,Yang Qi

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

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