Influence of wind yaw angle and pylon interference on the buffeting responses of cable-stayed bridges during construction
Author:
Affiliation:
1. Wind Engineering Key Laboratory of Sichuan Province, Southwest Jiaotong University, Chengdu, China
2. College of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, China
Funder
National Natural Science Foundation
Sichuan Science and Technology Program
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/15732479.2021.1907599
Reference41 articles.
1. Time domain buffeting response calculations of slender structures
2. Analysis of bridge and stream conditions of over 300 Vermont bridges damaged in Tropical Storm Irene
3. Advanced Aerodynamic Analysis of Suspension Bridges by State-Space Approach
4. Analysis of Multimode Coupled Buffeting Response of Long-Span Bridges to Nonstationary Winds with Force Parameters from Stationary Wind
5. Nonlinear response analysis of long-span bridges under turbulent winds
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