Research Article
Mar 1973
Parametric Study of Wind Loading on Structures
Publication: Journal of the Structural Division
Volume 99, Issue 3
Abstract
The vibration of a two-degree-of-freedom elastic system due to wind loading is investigated by a Monte Carlo technique. The response analysis is performed in time domain by numerically simulating the resulting wind forces. The fluctuating wind velocity field is idealized as a stationary Gaussian random process with mean zero. For wind loading and response analysis, both across-wind and along-wind directions are considered. The results are used to study the effect of mechanical and aerodynamic parameters of the systems and to compare the current formulation with the approximate treatment commonly used.
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Published In
Journal of the Structural Division
Volume 99 • Issue 3 • March 1973
Pages: 453 - 468
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Mar 1973
Published online: Feb 1, 2021
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Authors
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Rimas Vaicaitis
Asst. Prof. of Civ. Engrg., Columbia Univ., New York, N.Y.
Masanobu Shinozuka, M.ASCE
Prof. of Civ. Engrg., Columbia Univ., New York, N.Y.
Masaru Takeno
Grad. Student, Columbia Univ., New York, N.Y.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.