TECHNICAL PAPERS
Dec 1, 1984
Outrigger‐Braced Coupled Shear Walls
Publication: Journal of Structural Engineering
Volume 110, Issue 12
Abstract
An investigation is made of the feasibility of using a top outrigger to stiffen a pair of coupled shear walls. Based on the continuous connecting medium, a closed solution to the problem is reached. The solution presented also includes the analysis of coupled shear walls stiffened by a top beam. A numerical example is given to indicate the efficiency of the top stiffening outrigger in reducing the lateral deflections in the pair of coupled shear walls.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Coull, A., “Stiffening of Coupled Shear Walls against Foundation Movement,” Structural Engineer, Jan., 1974, Vol. 52, No. 1, pp. 23–26.
2.
Stafford Smith, B., and Nwaka, I. O., “The Behaviour of Multi‐Outrigger Braced Tall Buildings,” Special Publication of Papers, Symposium on Reinforced Concrete Structures, American Concrete Institute, 1980.
3.
Stafford Smith, B., and Salim, I., “Parameters Study of Outrigger‐Braced Tall Building Structures,” Journal of the Structural Division, ASCE, Vol. 107, No. ST10, Oct., 1981.
4.
Taranath, B. S., “Optimum Belt Truss Location for High‐Rise Structures,” Structural Engineer, Vol. 53, No. 8, Aug., 1975, pp. 2001–2014.
Information & Authors
Information
Published In
Copyright
Copyright © 1984 ASCE.
History
Published online: Dec 1, 1984
Published in print: Dec 1984
Permissions
Request permissions for this article.
Authors
Affiliations
Fouad R. Moudarres
Prof. of Civ. Engrg., Univ. of Aleppo, Syria (presently on sabbatical leave at the Univ. of Glasgow, Scotland)
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.