Analysis and Control of Cable-Stayed Bridges Subject to Seismic Action-Reference-Cited by-同舟云学术

Analysis and Control of Cable-Stayed Bridges Subject to Seismic Action

Published:2014-02 Issue:1 Volume:24 Page:27-36
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Camara Alfredo¹,Astiz Miguel A.²³

Affiliation:

1. Dept. of Civil and Environmental Engineering, Imperial College London, London, UK Contact:

2. Polytechnic University of Madrid, Madrid, Spain

3. Carlos Fernández Casado S.L., Madrid, Spain

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686614X13830790993762

Reference11 articles.

1. ATC-40.Seismic Evaluation and Retrofit of Concrete Buildings.California Seismic Safety Commission, 1996.

2. FEMA-273.NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Washington, DC, 1997.

3. FEMA-440.Improvements of Non linear Static Seismic Analysis Procedures, Washington, DC, 2005.

4. Camara A.Seismic Behaviour of Cable- Stayed Bridges; Design, Analysis and Seismic Devices.PhD Thesis. Technical University of Madrid (UPM), 2011.

5. Eurocode 8, Design of structures for earthquake resistance - Part 1: general rules, seismic actions, and rules for buildings.Comité Européen de Normalisation. EN 1998-1:2004, 2004.

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