An improved derivation and comprehensive understanding of the equivalent static wind loads of high‐rise buildings with structural eccentricities
Author:
Affiliation:
1. Engineering Research Center of Urban Disasters Prevention and Fire Rescue Technology of Hubei Province Wuhan University Wuhan China
2. School of Civil Engineering Wuhan University Wuhan China
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1976
Reference40 articles.
1. Mathematical Model to Predict 3‐D Wind Loading on Buildings
2. Mathematical model of acrosswind dynamic loads on rectangular tall buildings
3. Torsional dynamic wind loads on rectangular tall buildings
4. Y Zhan L.Zhao InProceedings of IASS Annual Symposia 2017.
5. Wind induced dynamic responses on hyperbolic cooling tower shells and the equivalent static wind load
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