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|Title:||Computer program for the analysis of asymmetric frame-shear wall structures||Authors:||Swaddiwudhipong, S.
|Issue Date:||1986||Citation:||Swaddiwudhipong, S.,Balendra, T.,Quek, S.T.,Lee, S.L. (1986). Computer program for the analysis of asymmetric frame-shear wall structures. Computers and Structures 22 (3) : 343-362. ScholarBank@NUS Repository.||Abstract:||A computer program for the analysis of tall buildings comprising frames and shear walls coupled together is presented. Both static and free vibration analyses of the buildings of both uniform and nonuniform sections on either rigid or flexible foundation are considered. The governing equations are formulated through the continuum approach treating the structures as shear-flexure cantilevers. Both polynomial and transcendental displacement functions are employed to approximate the true displacement field. The method is shown to be simple yet powerful. © 1986.||Source Title:||Computers and Structures||URI:||http://scholarbank.nus.edu.sg/handle/10635/65334||ISSN:||00457949|
|Appears in Collections:||Staff Publications|
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