Research Article
Feb 1961
Vibration of Shear Buildings by Flexibility Method
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 87, Issue 1
Abstract
Modified matrix iteration method using inverse of stiffness matrix is described for determination of dynamic response of tall buildings caused by earthquake or blast loadings; as first result method obtains fundamental frequency and normal mode; calculations are based on usual shear building assumption; exact inverse of stiffness matrix of any shear building is given by formula; example.
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Published In
Journal of the Engineering Mechanics Division
Volume 87 • Issue 1 • February 1961
Pages: 13 - 22
Copyright
© 1961 American Society of Civil Engineers.
History
Published in print: Feb 1961
Published online: Feb 3, 2021
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Authors
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Ming L. Pei, M.ASCE
Assoc. Prof., City College of New York, New York, N. Y.
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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.