Research Article
Jan 1977
Seismic Spectral Response Analysis of Coupled Shear Walls
Publication: Journal of the Structural Division
Volume 103, Issue 1
Abstract
An approximate method for the dynamic earthquake analysis of coupled shear walls within the framework of design response spectra is proposed. The first three modes of vibration are considered and the dynamic loading associated with each is assumed to be represented by the corresponding mode of a vibrating cantilever. Based on this approximation, the natural frequencies, deflection, internal forces and moments are computed and the design parameters of interest are presented in design chart form. A numerical example is worked out in detail to illustrate the use of the design charts. The contribution of higher modes is examined and the need to consider their effect is demonstrated.
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Published In
Journal of the Structural Division
Volume 103 • Issue 1 • January 1977
Pages: 181 - 196
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Jan 1977
Published online: Feb 1, 2021
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Wai K. Tso, AM.ASCE
Prof., Dept. of Civ. Engrg. and Engrg. Mechanics, McMaster Univ., Hamilton, Ont., Canada
Avigdor V. Rutenberg, M.ASCE
Sr. Lect., Faculty of Civ. Engrg., Technion - Israel Inst. of Tech., Haifa, Israel
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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.