Closure to “Equivalent Static Wind Loads on Buildings: New Model” by Xinzhong Chen and Ahsan Kareem
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VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 132, Issue 6
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References
Chen, X., and Kareem, A. (2004). “Equivalent static wind loads on buildings: New model.” J. Struct. Eng., 130(10), 1425–1435.
Chen, X., and Kareem, A. (2005). “Evaluation of equivalent static wind loads on buildings.” Proc., 10th Americas Conference on Wind Engineering (CD-ROM), American Association for Wind Engineering, Baton Rouge, La.
Davenport, A. G. (1967). “Gust loading factors.” J. Struct. Div. ASCE, 93(1), 11–34.
Holmes, J. D. (1996). “Along-wind of lattice towers: Part III. Effective load distribution.” Eng. Struct., 18, 483–488.
Kasperski, M. (1992). “Extreme wind load distributions for linear and nonlinear design.” Eng. Struct., 14, 27–34.
Katsumura, A., Tamura, Y., Nakamura, O., and Yoshida, T. (2004). “Universal equivalent static wind load distribution on a large span cantilevered roof.” Proc., 18th National Symp. on Wind Engineering, Japan Association for Wind Engineering, Tokyo, 461–466.
Tamura, Y., Kikuchi, H., and Hibi, K. (2003a). “Quasi-static wind load combinations for low- and middle-rise buildings.” J. Wind. Eng. Ind. Aerodyn., 91(12–15), 1613–1625.
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© 2006 ASCE.
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Published online: Jun 1, 2006
Published in print: Jun 2006
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Assistant Professor, Wind Science and Engineering Research Center, Dept. of Civil Engineering, Texas Tech Univ., Lubbock, TX 79409. E-mail: [email protected]
Robert M. Moran Professor, NatHaz Modeling Laboratory, Dept. of Civil and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556. E-mail: [email protected]
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