A Simplified Approach for Dynamic Analysis of Suspension Bridges under Extreme Limit State-Reference-Cited by-同舟云学术

A Simplified Approach for Dynamic Analysis of Suspension Bridges under Extreme Limit State

Published:2024-11 Issue:4 Volume:29 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,Saleem Aleena²,Javed Ali³^ORCID,Khadim Bushra⁴,Quadri Ajibola Ibrahim⁵

Affiliation:

1. Bridge/Structural Engineer, Transport Development Div., CTI Engineering International Co., Ltd., Tokyo 136-0071, Japan.

2. Postdoctoral Researcher, Dept. of Civil Engineering, Yokohama National Univ., Yokohama 240-8501, Japan.

3. Postdoctoral Associate, Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL 33174 (corresponding author). ORCID: .

4. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Engineering & Technology Lahore, Lahore 54000, Pakistan.

5. Lecturer, Dept. of Civil and Environmental Engineering, Federal Univ. of Technology, Akure P.M.B. 704, Nigeria.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1523

Reference54 articles.

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2. New Mathematical Formulation of Nonlinear Unsteady Wind Loads on Long-Span Bridge Decks under Nonstationary Winds Using Time-Delay Neural Network

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

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

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