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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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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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.
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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 |
work_keys_str_mv |
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