A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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.
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.
Wind Stress Analysis Simplified
Grinter, L. E. (author)
Transactions of the American Society of Civil Engineers ; 99 ; 610-634
2021-01-01
251934-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Wind stress analysis simplified
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