Research Article
Feb 1981
Response of RC Shear Wall under Ground Motions
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Structural Division
Volume 107, Issue 2
Abstract
The formulation is presented of an analytical model using the finite element technique to compute the nonlinear dynamic behavior of reinforced concrete planar structures under earthquakes. The model is based on a lumped-mass approach, and utilizes the Newmark β-method to perform the step-by-step integration of the equations of motion. This model is applied to trace the response of a three story shear-wall subject to the El Centro earthquake of May 1940. The results computed are compared with an experimental investigation.
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 107 • Issue 2 • February 1981
Pages: 395 - 411
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Feb 1981
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Awadh B. Agrawal
Reader in Civ. Engrg Dept., M.N.R. Engrg. Coll., Allahabad-211004, U.P., India
Aftab A. Mufti, AM.ASCE
Prof. of Engrg. and Computer Sci. and Dir., Dept. of Computer Services, Technical Univ. of Nova Scotia, Halifax, Nova Scotia, B3J 2X4, Canada
Leslie G. Jaeger
Prof. of Engrg. and Computer Sci. and Special Asst. to the President, Technical Univ. of Nova Scotia, Halifax, Nova Scotia, B3J 2X4, Canada
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.