Closure to “Equivalent Static Wind Loads on Long-Span Roof Structures” by J. Fu, Z. Xie, and Q. S. Li
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VIEW THE REPLYAuthors: Jiyang Fu [email protected], Zhuangning Xie [email protected], and Q. S. Li [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 136, Issue 4
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References
Chen, B., Wu, Y., and Shen, S. Z. (2008). “Definitions and correlation analyses for background response and resonant response.” Journal of Vibration Engineering, 21(2), 140–145 (in Chinese).
Chen, X. Z., and Kareem, A. (2001). “Equivalent static wind loads for buffeting response of bridges.” J. Struct. Eng., 127(12), 1467–1475.
Chen, X. Z., and Kareem, A. (2004). “Equivalent static wind loads for buildings: New model.” J. Struct. Eng., 130(10), 1425–1435.
Fu, J., Xie, Z., and Li, Q. S. (2008). “Equivalent static wind loads on long-span roof structures.” J. Struct. Eng., 134(7), 1115–1128.
Kasperski, M. (1992). “Extreme wind load distributions for linear and nonlinear design.” Eng. Struct., 14(1), 27–34.
Information & Authors
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Published In
Journal of Structural Engineering
Volume 136 • Issue 4 • April 2010
Pages: 470 - 471
Copyright
© 2010 ASCE.
History
Received: Oct 15, 2009
Accepted: Nov 15, 2009
Published online: Mar 15, 2010
Published in print: Apr 2010
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Affiliations
School of Civil Engineering, Guangzhou Univ., Guangzhou 510006, China. E-mail: [email protected]
Dept. of Civil Engineering, Shantou Univ., Shantou 515063, China. E-mail: [email protected]
Dept. of Building and Construction, City Univ. of Hong Kong, Kowloon, Hong Kong (corresponding author). E-mail: [email protected]
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