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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 60
OPTIMIZATION AND CONTROL IN CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping and B. Kumar
Paper IV.3
Optimum Design of Plate Structures with Frequency Constraints using Two-Point Approximation E. Salajegheh and M.R. Torkamani
Civil Engineering Department, University of Kerman, Iran E. Salajegheh, M.R. Torkamani, "Optimum Design of Plate Structures with Frequency Constraints using Two-Point Approximation", in B.H.V. Topping, B. Kumar, (Editors), "Optimization and Control in Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 79-88, 1999. doi:10.4203/ccp.60.4.3
Abstract
Optimum design of plate structures is achieved while the
design constraints are frequency constraints. To reduce the
computational cost of optimization, the frequencies are
approximated using the Rayleigh quotient. The key to the
efficiency of the method is the creation of a high quality
approximation. To achieve this all the quantities in the
Rayleigh quotient are approximated by a two point function
approximation. The approximation is carried out by using
some intermediate variables. The design variables are
considered as the thickness of plate elements, while the
intermediate variables are taken as thickness and bending
stiffness of the elements. Examples are presented and the
results are compared with several other approximation
methods.
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