Multiscale method for long tunnels subjected to seismic loading

Author:

Yu Hai-Tao123,Yuan Yong4,Bobet Antonio2

Affiliation:

1. Department of Geotechnical Engineering; Tongji University; Shanghai 200092 China

2. School of Civil Engineering; Purdue University; West Lafayette IN 47907 U.S.A.

3. Department of Civil Engineering; Shanghai Jiaotong University; Shanghai 20030 China

4. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education; Tongji University; Shanghai 200092 China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference35 articles.

1. Yu HT Yuan Y Chen ZY Yu GX Numerical simulation for large-scale seismic response analysis of long-distance water-conveyance shield tunnel International Conference on Pipelines and Trenchless Technology 2009 1197 1211

2. 3-D seismic response analysis of long lined tunnels in half-space;Stamos;Soil Dynamics and Earthquake Engineering,1996

3. Numerical simulation for large-scale seismic response analysis of immersed tunnel;Ding;Engineering Structures,2006

4. Dobashi H Ochiai E Ichimura T Yamada T Yamaki Y et al 3D FE analysis of seismic response of complicated large-scale ramp tunnel structure ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering 2007 13 16

5. Consistent formulation of direct and substructure methods in nonlinear soil-structure interaction;Aydinoglu;Soil Dynamics and Earthquake Engineering,1993

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