A highly efficient and accurate stochastic seismic analysis approach for structures under tridirectional nonstationary multiple excitations

Author:

Zhang De-Yi,Jia Hong-Yu,Zheng Shi-Xiong,Xie Wei-Chau,Pandey Mahesh D.

Funder

Natural Science and Engineering Research Council of Canada

National Natural Science Foundation of China

Chinese Universities Scientific Fund

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference27 articles.

1. Spatial variation of seismic ground motions: modeling and engineering applications;Zerva,2009

2. CEN. Eurocode 8: design provisions of structures for earthquake resistance, part 2: bridges. EN 1998-2-2005, European Committee for Standardization, Brussels; 2005.

3. Ministry of Communications of the People’s Republic of China. Guidelines for seismic design of highway bridges. JTG/T B02-01-2008. Beijing: China Communications Press; 2008.

4. Stochastic seismic analysis of a concrete-filled steel tubular (CFST) arch bridge under tridirectional multiple excitations;Zhang;Eng Struct,2012

5. Local site effects on a high-pier railway bridge under tridirectional spatial excitations: nonstationary stochastic analysis;Jia;Soil Dyn Earthquake Eng,2013

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