Title
Seismic Design Of Hybrid Coupled Walls
Keywords
Seismic design; Walls
Abstract
Hybrid coupled walls consist of reinforced concrete shear walls coupled together in-plane with structural steel coupling beams, forming an efficient structural system that is particularly suited for seismic applications. Although more economical than isolated shear walls because of the coupling action inherent in the system, little research has been done towards developing performance measures and a practical design method for such a system. Existing seismic provisions, including FEMA 302 and AISC 1997 Seismic Provisions, give little guidance for system design and the amount of coupling necessary for optimum performance. © 2004 ASCE.
Publication Date
12-1-2004
Publication Title
Structures - A Structural Engineering Odyssey, Structures 2001 - Proceedings of the 2001 Structures Congress and Exposition
Volume
109
Number of Pages
-
Document Type
Article; Proceedings Paper
Personal Identifier
scopus
DOI Link
https://doi.org/10.1061/40558(2001)175
Copyright Status
Unknown
Socpus ID
78650448060 (Scopus)
Source API URL
https://api.elsevier.com/content/abstract/scopus_id/78650448060
STARS Citation
Kuenzli, Christopher; El-Tawil, Sherif; Hassan, Mohamed; and Kunnath, Sashi, "Seismic Design Of Hybrid Coupled Walls" (2004). Scopus Export 2000s. 4794.
https://stars.library.ucf.edu/scopus2000/4794