Effects of uncertain characteristic periods of ground motions on seismic vulnerabilities of a continuous track–bridge system of high-speed railway

Author:

Wei BiaoORCID,Yang Tianhan,Jiang Lizhong,He Xuhui

Funder

Experimental Foundations of Seismic Comprehensive Test for Railway Bridge Piers in High Intensity Earthquake Area from Chengdu to Lanzhou

National Natural Science Foundations of China

Natural Science Foundations of Hunan Province

Innovation-driven Plan in Central South University

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Bommer JJ, Acevedo AB (2004) The use of real earthquake accelerograms as input to dynamic analysis. J Earthq Eng 8(1):43–91

2. Chen L, Jiang L, Guo W, Liu W, Zeng Z, Chen G (2014) The seismic response of high-speed railway bridges subjected to near-fault forward directivity ground motions using a vehicle-track–bridge element. Shock Vib 2014:1–17

3. Cornell CA, Jalayer F, Hamburger RO, Foutch DA (2002) Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines. J Struct Eng ASCE 128(4):526–533

4. Dai GL, Liu WS (2013) Applicability of small resistance fastener on long-span continuous bridges of high-speed railway. J Central South Univ 20(5):1426–1433

5. Du XT, Xu YL, Xia H (2012) Dynamic interaction of bridge–train system under non-uniform seismic ground motion. Earthq Eng Struct D 41(1):139–157

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