Non-linear seismic dynamic response of curved steel bridges equipped with LRB supports-Reference-Cited by-同舟云学术

Non-linear seismic dynamic response of curved steel bridges equipped with LRB supports

Published:2010-03 Issue:1 Volume:3 Page:34-41
ISSN:1867-0520
Container-title:Steel Construction
language:en
Short-container-title:Steel Construction

Author:

Galindo Carlos Mendez,Belda Javier Gil,Hayashikawa Toshiro

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/stco.201010005/fullpdf

Reference4 articles.

1. Japan Road Association (JRA): Specifications for Highway Bridges - Part V Seismic Design, Maruzen, Tokyo, 2002.

2. Robinson, W. H.: Lead-rubber hysteretic bearings suitable for protecting structures during earthquakes, Earthquake Engineering Structures, vol. 10 (1982), pp. 593-604.

3. Mendez Galindo, C., Ruiz Julian, F. D., Hayashikawa, T.: Seismic performance of isolated curved steel viaducts under level II earthquakes, Journal of Structural Engineering, JSCE, vol. 55A (2009), pp. 699-708.

4. Ali, H. M., Abdel-Ghaffar, A. M.: Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings. Computer & Structures, vol. 54 (1995), No. 3, pp. 461-492.

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