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|Title:||Analysis of tall buildings considering the effect of axial deformation by the galerkin method||Authors:||Swaddiwudhipong, S.
|Issue Date:||1989||Citation:||Swaddiwudhipong, S.,Piriyakoontorn, S.,Lim, Y.-B.,Lee, S.-L. (1989). Analysis of tall buildings considering the effect of axial deformation by the galerkin method. Computers and Structures 32 (6) : 1363-1369. ScholarBank@NUS Repository.||Abstract:||Frame-core wall tall buildings are modelled as shear-flexure cantilevers. The effect of axial deformation in frames is considered in the formulation of the governing equations. The Bubnov-Galerkin method of weighted residuals is used to transform the coupled differential equations to a set of algebraic equations which can be readily solved. Several types of shape functions of admissible class are used to span the displacement field. Application to non-uniform buildings is discussed. The method is simple, efficient and can be easily implemented on any personal computer. © 1989.||Source Title:||Computers and Structures||URI:||http://scholarbank.nus.edu.sg/handle/10635/65146||ISSN:||00457949|
|Appears in Collections:||Staff Publications|
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