Research Article
Dec 1973
Three-Dimensional Interaction of Walls and Frames
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VIEW THE REPLYAuthors: M. C. Stamato and E. ManciniAuthor Affiliations
Publication: Journal of the Structural Division
Volume 99, Issue 12
Abstract
The three-dimensional interaction of several plane walls, open section walls, and plane frames is studied under the action of horizontal forces. Walls are taken to have infinite shear rigidity while warping effects are considered. Frames are treated as vertical cantilever beams with infinite bending moment rigidities but finite shear stiffnesses. The floor slabs are replaced by an infinite number of diaphragms with no transverse stiffness but infinite in-plane rigidity. The stiffnesses of the walls and frames are assumed constant throughout the height of the building. A system of three differential equations of the third order solves the problem in a way similar to the displacement method. The method is useful in providing a general view of the macroscopic behavior of the structure through the use of a small number of elastic parameters.
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Published In
Journal of the Structural Division
Volume 99 • Issue 12 • December 1973
Pages: 2375 - 2390
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Dec 1973
Published online: Feb 1, 2021
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Affiliations
M. C. Stamato
Prof. of Struct. Engrg., Escola de Engenharia de São Carlos, Univ. S. Paulo, Brazil (deceased)
E. Mancini
Lect., Escola de Engenharia de São Carlos, Univ. S. Paulo, Brazil
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