Research Article
Jan 1934
Wind Stress Analysis Simplified
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 99, Issue 1
Abstract
One of the most difficult problems that the structural engineer must solve is the analysis of stresses in a continuous frame in which joint displacements occur. In many cases, since the loading is fixed, the analysis does not involve placing loads for maximum stress. The calculation of wind moments in tall building frames is such a problem. It is the purpose of this paper to present a method, or rather a system of analysis, by which such frames may be analyzed with satisfactory accuracy in a simple manner and in a fraction of the time required by most exact or nearly exact methods.
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Published In
Transactions of the American Society of Civil Engineers
Volume 99 • Issue 1 • January 1934
Pages: 610 - 634
Copyright
© 1934 American Society of Civil Engineers.
History
Published in print: Jan 1934
Published online: Feb 10, 2021
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Authors
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L. E. Grinter, AM.ASCE
Prof., Structural Eng., Agri. and Mech. Coll. of Texas, College Station, Tex.
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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.