Safety Assessment of Cables of Suspension Bridge under Blast Load
Author:
Affiliation:
1. Dept. of Civil Engineering, Univ. of Tokyo, Tokyo, Japan.
2. Dept. of Civil and Environmental Engineering, Florida International Univ., FL.
3. Transport Development Division, CTI Engineering International Co. Ltd., Tokyo, Japan.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784484180.008
Reference29 articles.
1. AASHTO. 2012. AASHTO LRFD Bridge Design Specifications. American Association of State Highway and Transportation Officials. Washington, DC.
2. Parametric study on cable safety of cable-stayed bridge considering ultimate and fatigue limit states;Ali K.;Journal of Structural Engineering, JSCE,2018
3. Ali K. Katsuchi H. Yamada H. and Kim H. (2018). Analytical study on safety level of stay cables of cable-stayed bridge and extradosed bridge under fatigue and ultimate limit states. IABSE Symposium Nantes 2018: Tomorrow’s Megastructures (September) S12-33-S12-40. https://doi.org/10.2749/nantes.2018.s12-33.
4. Numerical simulation of buffeting response of long-span bridges in time-domain using Volterra based wind load model;Ali K.;Journal of Structural Engineering,2020
5. Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their Stay Cables
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