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

Article Properties
  • Language
    English
  • Publication Date
    2014/02/01
  • Indian UGC (journal)
  • Refrences
    11
  • Citations
    1
  • Alfredo Camara Dept. of Civil and Environmental Engineering, Imperial College London, London, UK Contact:
  • Miguel A. Astiz Polytechnic University of Madrid, Madrid, SpainCarlos Fernández Casado S.L., Madrid, Spain
Cite
Camara, Alfredo, and Miguel A. Astiz. “Analysis and Control of Cable-Stayed Bridges Subject to Seismic Action”. Structural Engineering International, vol. 24, no. 1, 2014, pp. 27-36, https://doi.org/10.2749/101686614x13830790993762.
Camara, A., & Astiz, M. A. (2014). Analysis and Control of Cable-Stayed Bridges Subject to Seismic Action. Structural Engineering International, 24(1), 27-36. https://doi.org/10.2749/101686614x13830790993762
Camara A, Astiz MA. Analysis and Control of Cable-Stayed Bridges Subject to Seismic Action. Structural Engineering International. 2014;24(1):27-36.
Refrences
Title Journal Journal Categories Citations Publication Date
10.1201/9781439883112
10.1201/9781439834350.ch27
10.1002/9780470172858
FEMA-440.Improvements of Non linear Static Seismic Analysis Procedures, Washington, DC, 2005.
FEMA-273.NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Washington, DC, 1997.
Citations
Title Journal Journal Categories Citations Publication Date
Seismic performance of cable-stayed bridges with different geometric conditions

Journal of Engineering and Applied Science
  • Technology: Engineering (General). Civil engineering (General)
3 2022
Citations Analysis
The category Technology: Engineering (General). Civil engineering (General) 1 is the most commonly referenced area in studies that cite this article.