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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 50
INNOVATION IN COMPUTER METHODS FOR CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping and M.B. Leeming
Paper VIII.2
The Theorems of Structural Variation for Grillage Systems M.P. Saka
Department of Civil Engineering, University of Bahrain, Bahrain M.P. Saka, "The Theorems of Structural Variation for Grillage Systems", in B.H.V. Topping, M.B. Leeming, (Editors), "Innovation in Computer Methods for Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 101-111, 1997. doi:10.4203/ccp.50.8.2
Abstract
The theorems of structural variation predict the forces and
displacements throughout a structure without need of fresh
analysis when the physical properties of one or more of its
members are altered. It is necessary to carry out a single
linear analysis of a parent structure under the applied loads
and a set of unit loadings in order to study the effect of
infinite number of changes in the cross-sectional properties
or even total removal of a member in the structure. The
member end forces obtained in this analysis is used to
calculate variation factors. The displacements and member
end forces of the modified structure is then obtained by
simply multiplying the displacements and member end
forces of the parent structure. The earlier application of
these theorems covers the rigid frames and some finite
element structures. In this study, the theorems of structural
variation are extended to grillage structures. The unit
loading cases required to study the modification of grillage
elements are determined. Number of examples are included
to demonstrate the simplicity of the method.
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