Seismic analysis of underground reinforced concrete structures considering elasto-plastic interface element with thickness

Author:

Nam Sang-Hyeok,Song Ha-Won,Byun Keun-Joo,Maekawa Koichi

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference19 articles.

1. Shawky AA. Nonlinear static and dynamic analysis for underground reinforced concrete. Ph.D. dissertation. Tokyo (Japan): University of Tokyo; 1994

2. An X. Failure analysis and evaluation of seismic performance for reinforced concrete in shear, Ph.D. dissertation. Tokyo (Japan): University of Tokyo; 1996

3. The collapse mechanism of a subway station during the Great Hanshin earthquake;An;Cement and Concrete Composite,1997

4. Failure analysis of underground RC frame subjected to seismic actions;An;Journal of Materials, Concrete Structures and Pavements, Japan Society of Civil Engineering (JSCE),1997

5. An elasto-plastic constitutive relation for the soil–structure interface under cyclic loading;Shahrour;Computers and Geomechanics,1997

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