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contributor authorA. Kaveh
contributor authorM. Ilchi Ghazaan
date accessioned2017-05-08T22:06:58Z
date available2017-05-08T22:06:58Z
date copyrightNovember 2015
date issued2015
identifier other29205600.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71656
description abstractTo improve the performance of the structure and keep out the resonance phenomenon, some limitations should be imposed on the natural frequency ranges. This paper illustrates the computational performance of enhanced colliding bodies optimization (ECBO) in optimum weight design of truss structures with multiple natural frequency constraints. The standard CBO is a multiagent algorithm based on one-dimensional collisions between two bodies. Each agent is modeled as the body with a specified mass and velocity. The enhanced CBO utilizes memory to save some historically best solutions and also uses a mechanism for jumping out of local minima. The viability and efficiency of the proposed method are demonstrated by using four truss structures subject to constraints on natural frequencies. In frequency constraint problems, the search space is highly nonlinear and nonconvex with numerous local optima. Numerical results are compared with standard CBO results and results reported in the literature. These results indicate that the ECBO is a powerful method for optimum design.
publisherAmerican Society of Civil Engineers
titleEnhanced Colliding Bodies Algorithm for Truss Optimization with Frequency Constraints
typeJournal Paper
journal volume29
journal issue6
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)CP.1943-5487.0000445
treeJournal of Computing in Civil Engineering:;2015:;Volume ( 029 ):;issue: 006
contenttypeFulltext


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