Elasto-plastic fine-scale damage failure analysis of metro structures based on coupled SBFEM-FEM

Author:

Chen Kai,Zou Degao,Kong Xianjing,Liu Jingmao

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference42 articles.

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3. 3D refined nonlinear finite element analysis of intersecting metro tunnels under near-field ground motion;Lei;Rock Soil Mech,2010

4. Large scale shaking table test study of the dynamic damage behavior of subway station structures in liquefiable foundation under near-fault and far-field ground motions;Guo-Xing;China Civ Eng J,2010

5. Characteristic of the vertical seismic waves associated with the 1995 Hyogo-ken Nanbu (Kobe), Japan earthquake estimated from the failure of the Daikai Underground Station;Uenishi;Earthquake Eng Struct Dyn,2000

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