Extreme Value Distribution and Peak Factor of Crosswind Response of Flexible Structures with Nonlinear Aeroelastic Effect
Author:
Affiliation:
1. Associate Professor, Dept. of Civil and Environmental Engineering, National Wind Institute, Texas Tech Univ., Lubbock, TX 79409.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001017
Reference35 articles.
1. Across-wind vibrations of structure of circular cross-section. Part II. Development of a mathematical model for full-scale application
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4. Proper Orthogonal Decomposition-Based Modeling, Analysis, and Simulation of Dynamic Wind Load Effects on Structures
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