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Observations on behavior of Empire State Building, New York, under wind pressure for determination of relation between wind velocity and pressure produced; variation of stresses due to wind across bent; portal and cantilever methods of analysis; horizontal load that should be used in designing tall building to insure rigidity and stability; stiffening effect of masonry; results of tests of model of building. (See also - n 9 discussion Nov 1938 p 1907-9)
Observations on behavior of Empire State Building, New York, under wind pressure for determination of relation between wind velocity and pressure produced; variation of stresses due to wind across bent; portal and cantilever methods of analysis; horizontal load that should be used in designing tall building to insure rigidity and stability; stiffening effect of masonry; results of tests of model of building. (See also - n 9 discussion Nov 1938 p 1907-9)
Wind forces on tall buildings
Am Soc Civ Engrs -- Proc
Rathbun, J.C. (author)
1938
41 pages
Article (Journal)
English
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Engineering Index Backfile | 1939
|Engineering Index Backfile | 1938
|Characteristics of wind forces acting on tall buildings
Online Contents | 2005
|Characteristics of wind forces acting on tall buildings
Tema Archive | 2005
|Characteristics of wind forces acting on tall buildings
Elsevier | 2004
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