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An equivalent continuum approach for coupled shear walls

✍ Scribed by Domenico Capuani; Maurizio Merli; Marco Savoia


Book ID
113234537
Publisher
Elsevier Science
Year
1994
Tongue
English
Weight
974 KB
Volume
16
Category
Article
ISSN
0141-0296

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✍ W.K. Tso; J.K. Biswas πŸ“‚ Article πŸ“… 1972 πŸ› Elsevier Science βš– 626 KB

A simplified method is proposed to estimate the seismic response of coupled shear walls for design purposes. The method consists of first obtaining the dynamic characteristics of the structure approximately. The vibrating cantilever modes are taken as the approximate mode shapes of the structure. Th

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## SUM MARY The continuous medium technique has been widely used in the preliminary analysis and design of coupled shear walls in tall buildings by practising engineers for many years. One of the basic assumptions made when using this approximate method is that the coupling beams deform with point