New Mathematical Formulation of Nonlinear Unsteady Wind Loads on Long-Span Bridge Decks under Nonstationary Winds Using Time-Delay Neural Network
Author:
Affiliation:
1. Bridge/Structural Engineer, Transport Development Division, CTI Engineering International Co., Ltd., Tokyo 136-0071, Japan. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003476
Reference17 articles.
1. Ali K. 2020. “Development of nonlinear framework for buffeting analysis of long-span bridges in time-domain by Volterra series-based wind load model.” Doctoral dissertation Dept. of Civil Engineering Yokohama National Univ.
2. Blast-Loading Effects on Structural Redundancy of Long-Span Suspension Bridge Using a Simplified Approach
3. Development of nonlinear framework for simulation of Typhoon-induced buffeting response of Long-span bridges using Volterra series
4. Generalized framework for identification of indicial response functions from flutter derivatives of long-span bridges
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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