Equivalent Static Wind Loads on Buildings: New Model-Reference-Cited by-同舟云学术

Equivalent Static Wind Loads on Buildings: New Model

Published:2004-10 Issue:10 Volume:130 Page:1425-1435
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen Xinzhong¹,Kareem Ahsan²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Texas Tech Univ., Lubbock TX 79409

2. Professor, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556. E-mail: kareem@nd.edu

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%290733-9445%282004%29130%3A10%281425%29

Reference31 articles.

1. American Society of Civil Engineers (ASCE). ( 2002). “Minimum design loads for buildings and other structures.” ASCE 7-02 New York.

2. Aerodynamic Model Tests of Tall Buildings

3. Chen X. and Kareem A. (2000). “On the application of stochastic decomposition in the analysis of wind effects.” Advances in structural dynamics ASD 2000 J. M. Ko and Y. L. Xu eds. Elsevier Amsterdam The Netherlands Proc. Int. Conf. on Advances in Structural Dynnamics (ASD 2000) Hong Kong China 135–142.

4. Equivalent Static Wind Loads for Buffeting Response of Bridges

5. Gust loading factors;Davenport A. G.;J. Struct. Div. ASCE,1967

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