Particle swarm optimization approach to the solution of stability problem of non-conservative structure member

碩士 === 國立中興大學 === 土木工程學系所 === 100 === The objective of this thesis is to discuss the stability of a vibrating member, by using the method of Particle Swarm Optimization (PSO) to analyze it under non-conservative force, and to find the relation between its buckling load and natural frequency. There a...

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Main Authors: Chia-Han Wu, 吳佳翰
Other Authors: Cheer-Germ Go
Format: Others
Language:zh-TW
Published: 2012
Online Access:http://ndltd.ncl.edu.tw/handle/33550651935339663826
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spelling ndltd-TW-100NCHU50151112016-10-23T04:11:29Z http://ndltd.ncl.edu.tw/handle/33550651935339663826 Particle swarm optimization approach to the solution of stability problem of non-conservative structure member 粒子群最佳化於非保守力場結構桿件穩定之應用分析 Chia-Han Wu 吳佳翰 碩士 國立中興大學 土木工程學系所 100 The objective of this thesis is to discuss the stability of a vibrating member, by using the method of Particle Swarm Optimization (PSO) to analyze it under non-conservative force, and to find the relation between its buckling load and natural frequency. There are two conclusions made. Firstly, the method of PSO is suitable for solving structural problems that under the force similar to non-conservative force and efficient for solving non-linear equations. Secondly, the mass of Hydraulic Damper, the direction of force exertion, the vibrating shape of the member and the placement of Hydraulic Damper do affect the member’s buckling load. These factors have to be included in considerations whenever in analyzing or designing. Cheer-Germ Go 郭其珍 2012 學位論文 ; thesis 38 zh-TW
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language zh-TW
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description 碩士 === 國立中興大學 === 土木工程學系所 === 100 === The objective of this thesis is to discuss the stability of a vibrating member, by using the method of Particle Swarm Optimization (PSO) to analyze it under non-conservative force, and to find the relation between its buckling load and natural frequency. There are two conclusions made. Firstly, the method of PSO is suitable for solving structural problems that under the force similar to non-conservative force and efficient for solving non-linear equations. Secondly, the mass of Hydraulic Damper, the direction of force exertion, the vibrating shape of the member and the placement of Hydraulic Damper do affect the member’s buckling load. These factors have to be included in considerations whenever in analyzing or designing.
author2 Cheer-Germ Go
author_facet Cheer-Germ Go
Chia-Han Wu
吳佳翰
author Chia-Han Wu
吳佳翰
spellingShingle Chia-Han Wu
吳佳翰
Particle swarm optimization approach to the solution of stability problem of non-conservative structure member
author_sort Chia-Han Wu
title Particle swarm optimization approach to the solution of stability problem of non-conservative structure member
title_short Particle swarm optimization approach to the solution of stability problem of non-conservative structure member
title_full Particle swarm optimization approach to the solution of stability problem of non-conservative structure member
title_fullStr Particle swarm optimization approach to the solution of stability problem of non-conservative structure member
title_full_unstemmed Particle swarm optimization approach to the solution of stability problem of non-conservative structure member
title_sort particle swarm optimization approach to the solution of stability problem of non-conservative structure member
publishDate 2012
url http://ndltd.ncl.edu.tw/handle/33550651935339663826
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