Estimation of extreme value distribution of crosswind response of wind-excited flexible structures based on extrapolation of crossing rate

Author:

Chen Xinzhong

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

1. Across-wind vibrations of structures of circular cross-section. Part II: Development of a mathematical model for full-scale application;Basu;J Wind Eng Ind Aerodyn,1983

2. Boggs D. Acceleration indexes for human comfort in tall buildings – peak or RMS? CTBUH monograph chapter 13: motion perception tolerance and mitigation; 1997.

3. Chen X. Extreme value distribution and peak factor of crosswind response of flexible structures with nonlinear aeroelastic effect. J Struct Eng, in press.

4. Evaluation of peak resultant response for wind-excited tall buildings;Chen;Eng Struct,2009

5. Proper orthogonal decomposition-based modeling, analysis, and simulation of dynamic wind load effects on structures;Chen;J Eng Mech,2005

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