Research Article
Feb 1968
Dynamic Characteristics of Multistory Buildings
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 94, Issue 2
Abstract
In order to evaluate unit stresses or to estimate possible damage in multistory buildings from earthquake or ground motion from underground nuclear explosion it is essential to determine how much of the dynamic response at any level is due to various types of freedom. The effects of shear deformation between floors, joint rotation, over-all flexure, and ground compliance are considered. Joint rotation and over-all flexure are evaluated over a wide range of building characteristics with simply determined indices. A period synthesis concept and a pseudo-stiffness procedure are proposed to enable the determination of periods, mode shapes and stiffnesses with consideration of joint rotation, over-all flexure and ground compliance while performing simple labor-saving analyses for assumed rigid-floor shear buildings. The first three modes of vibration are considered in elastic free vibration. The buildings and models are symmetric in plan without torsional coupling.
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Published In
Journal of the Structural Division
Volume 94 • Issue 2 • February 1968
Pages: 377 - 402
Copyright
© 1968 American Society of Civil Engineers.
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Published in print: Feb 1968
Published online: Feb 1, 2021
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Authors
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John A. Blume, F.ASCE
Pres., John A. Blume & Assocs. Research Div., San Francisco, Calif.
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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.