Design of hysteretic dampers with optimal ductility for the transverse seismic control of cable-stayed bridges-Reference-Cited by-同舟云学术

Design of hysteretic dampers with optimal ductility for the transverse seismic control of cable-stayed bridges

Published:2017-03-10 Issue:11 Volume:46 Page:1811-1833
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Camara Alfredo¹^ORCID,Cristantielli Roberto²,Astiz Miguel A.³,Málaga-Chuquitaype Christian⁴

Affiliation:

1. Department of Civil Engineering, City; University of London; London UK

2. Department of Civil Engineering, Environmental, Land, Construction and Chemistry; Politecnico di Bari; Bari Italy

3. Department of Mechanics and Structures, School of Civil Engineering; Technical University of Madrid; Madrid Spain

4. Department of Civil and Environmental Engineering; Imperial College London; London UK

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference39 articles.

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2. Estimation of damping ratio of cable-stayed bridges for seismic design;Kawashima;Journal of Structural Engineering,1993

3. Influence of inelastic tower links on cable-supported bridge response;McDaniel;Journal of Bridge Engineering,2005

4. Cyclic testing of built-up steel shear links for the new bay bridge;McDaniel;Journal of Structural Engineering,2003

5. Pappin JW Kite S Seismic design of Stonecutters bridge, Hong Kong 14 t h World Conference on Earthquake Engineering Beijing (China) 2008 http://www.iitk.ac.in/nicee/wcee/article/14_ 07-0183.PDF

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