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Determination of Principal Stresses in Buttresses and Gravity Dams
This paper presents the results of a study of stresses in buttress and gravity type masonry dams and develops formulas, for the analytical determination of stresses at any point on a horizontal section through dams. It is shown that the stress equations for Groups II and III become identical with the equations for Group I when the radius is infinite and the taper is zero, respectively. Examples of several section types are given.
Determination of Principal Stresses in Buttresses and Gravity Dams
This paper presents the results of a study of stresses in buttress and gravity type masonry dams and develops formulas, for the analytical determination of stresses at any point on a horizontal section through dams. It is shown that the stress equations for Groups II and III become identical with the equations for Group I when the radius is infinite and the taper is zero, respectively. Examples of several section types are given.
Determination of Principal Stresses in Buttresses and Gravity Dams
Holmes, W. H. (Autor:in)
Transactions of the American Society of Civil Engineers ; 98 ; 971-993
01.01.2021
231933-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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