Modelling of shear keys in bridge structures under seismic loads

Author:

Bi Kaiming,Hao Hong

Funder

ARC Linkage

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference31 articles.

1. Lee GC. The 512 Wenchuan earthquake of China-a preliminary report. MCEER, University at Buffalo. 〈http://mceer.buffalo.edu/research/Reconnaissance/China5-12-08/ChinaEQ6-15-08.pdf〉.

2. Damage investigation of girder bridges under Wenchuan earthquake and corresponding seismic design recommendations;Li;Earthq Eng Eng Vib,2008

3. Seismic damage to bridges during the 27 February 2010 magnitude 8.8 Chile Earthquake;Schanack;Earthq Spectra,2012

4. Pounding of superstructure segments in isolated elevated bridge during earthquakes;Jankowski;Earthq Eng Struct Dyn,1998

5. Effect of pounding and restrainers on seismic response of multi-frame bridges;DesRoches;J Struct Eng – ASCE,2002

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