Research Article
Dec 1979
Design Seismic Accelerations in Buildings
Publication: Journal of the Structural Division
Volume 105, Issue 12
Abstract
A procedure is presented for determining the design distribution of story shears and overturning moments in buildings subjected to strong ground motions, with particular emphasis on tall buildings. A parameter study was conducted and modal analyses were performed to determine the influence of the following variables on the most probable response to earthquake excitation at various levels in a building: (1) The type of structural behavior, ranging from that of a purely flexural beam to that of a purely shear beam; (2) the fundamental frequency relative to the intersection of the linear branches of the response spectrum; (3) the degree of structural setback, ranging from uniform to setback over 80% of the height; and (4) the degree of foundation compliance. For all parametric combinations a bilinear response spectrum was used and the secondary P-Δeffects were incorporated into the modal analysis.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Structural Division
Volume 105 • Issue 12 • December 1979
Pages: 2487 - 2496
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Dec 1979
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Robert Smilowitz
Sr. Research Engr., Weidlinger Assoc., Consulting Engrs., New York, N.Y.
Nathan M. Newmark, HM.ASCE
Prof. of Civ. Engrg. Emeritus, Center for Advanced Study, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.