Simplified calculation modeling method of multi-span bridges on high-speed railways under earthquake condition

Author:

Jiang Lizhong,Zhang Yuntai,Feng Yulin,Zhou WangbaoORCID,Tan Zhihua

Funder

National Natural Science Foundations of China

Fundamental Research Funds for the Central Universities of Central South University

Publisher

Springer Science and Business Media LLC

Subject

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

Reference25 articles.

1. Chen L, Jiang L, Liu P (2012) Seismic response analyses of high-speed railway bridge round-ended piers using global bridge model. Int J Mater Prod Technol 44:35

2. Feng Y, Jiang L, Zhou W, Lai Z, Chai X (2019) An analytical solution to the mapping relationship between bridge structures vertical deformation and rail deformation of high-speed railway. Steel Compos Struct 33(2):209–224

3. Huang CS, Yang Y, Lu LY, Chen CH (1999) Dynamic testing and system identification of a multi-span highway bridge. Earthq Eng Struct Dyn 28(8):857–878

4. Iemura H, Iwata S, Murata K (2004) Shake table tests and numerical modeling of seismically isolated railway bridges. In: 13th world conference on earthquake engineering, Vancouver, BC, Canada

5. Jankowski R, Wilde K, Fujino Y (1998) Pounding of superstructure segments in isolated elevated bridge during earthquakes. Earthq Eng Struct Dyn 27(5):487–502

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