Blast-Loading Effects on Structural Redundancy of Long-Span Suspension Bridge Using a Simplified Approach-Reference-Cited by-同舟云学术

Blast-Loading Effects on Structural Redundancy of Long-Span Suspension Bridge Using a Simplified Approach

Published:2022-08 Issue:3 Volume:27 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Ali Khawaja¹^ORCID,Javed Ali²^ORCID,Mustafa Atta E.³,Saleem Aleena⁴

Affiliation:

1. Bridge/Structural Engineer, Transport Development Division, CTI Engineering International Co. Ltd., Tokyo 136-0071, Japan (corresponding author). ORCID: .

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL 33174. ORCID:

3. Ph.D. Student, Dept. of Civil Engineering, Univ. of Tokyo, Tokyo 113-8654, Japan.

4. Ph.D. Student, Dept. of Civil Engineering, Yokohama National Univ., Yokohama 240-8501, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000699

Reference37 articles.

1. AASHTO. 2012. AASHTO LRFD bridge design specifications. Washington, DC: AASHTO.

2. Parametric study on cable safety of cable-stayed bridge considering ultimate and fatigue limit states;Ali K.;J. Struct. Eng.,2018

3. Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their Stay Cables

4. Ali K. H. Katsuchi H. Yamada and H. Kim. 2018b. “Analytical study on safety level of stay cables of cable-stayed bridge and extradosed bridge under fatigue and ultimate limit states.” In Proc. IABSE Symp. Nantes 2018: Tomorrow’s Megastructures 33–40. Zürich Switzerland: International Association for Bridge and Structural Engineering.

5. Numerical simulation of buffeting response of long-span bridges in time-domain using Volterra based wind load model;Ali K.;J. Struct. Eng.,2020

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