Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/16142
標題: 粒子群最佳化在結構穩定之應用分析
Particle Swarm Optimization approach to the solution of stability problem of structure system
作者: 黃建智
Huang, Jian-Zhi
關鍵字: particle swarm optimization algorithm
粒子群最佳演算法
stability problem
buckling load
非線性系統
特徵值
挫屈載重
出版社: 土木工程學系所
引用: [1] Kennedy,J. and Eberhart,R.C. , “Particle Swarm Optimization” ,in proc.of the Fourth IEEE international Conference on Neural Networks, pp. 1942-1948,1995. [2] 高尚、揚靜宇,”群智能算法及其應用”,中國水粒水電出版社,2006。 [3] 紀震、廖惠連、吳青華,”計算機理論基礎與應用 粒子群算法及應用”,科學出版社,2009。 [4] Clive L. Dym ,” Stability theory and its applications to structural mechanics” , Groningen :Noordhoff Pub,1974. [5]Wassim M. Haddad, VijaySekhar Chellaboina.,” Nonlinear dynamical systems and control :a Lyapunov-based approach” ,Princeton, N. J. :Princeton University Press,c2008. [6] 聞邦樁等編著,”工程非線性振動“,北京/科學,2007。 [7] Clough, Ray W., Penzien, Joseph,”Dynamics of Structures” ,McGraw-Hill,1975. [8] Ghali, A.Neville, Adam M./Brown, T. G. ,”Structural Analysis a unified classical and matrix approach” ,Spon Press. ,2003. [9] H. G. Jerrard and D. B. McNeill.,” A dictionary of scientific units :including dimensionless numbers and scales”,London ;Chapman and Hall, New York ,1980. [10] Abhyudai Singh, Ranjan Mukherjee, Kimberly Turner and Steven Shaw,” MEMS implementation of axial and follower end forces” ,Journal of Sound and Vibration 286,2005. [11] 葉倍宏編著,”MATLAB 7程式設計”,臺北市/全華,2006。
摘要: 本文乃研究結構系統之穩定性,應用粒子群最佳化演算法,來處理非線性系統下之振動方程式,運用粒子搜尋該方程之特徵值,判斷結構物之穩定狀態;與分析不同頻率下之樑柱,運用粒子群搜尋該樑柱所可承受之挫屈載重極值,利用其結果判斷該構件之穩定性。結論顯示,工程研究領域裡,找尋最佳解乃一項重要之課題,而運用粒子群之演算法解此類問題時,操作簡易,搜尋速度快及正確性皆是其特點。
To the study of the stability of nonlinear vibration system, the application of particle swarm optimization algorithm to the solutions is proposed. This proposed approach searching for the system parameter of the vibration systems is valid and economical in programming. The examples are shown in the solution of the stable problem of dynamical system, also in the analysis of the buckling load of a beam subjected to varied vibrating frequencies.
URI: http://hdl.handle.net/11455/16142
其他識別: U0005-0107201011192700
文章連結: http://www.airitilibrary.com/Publication/alDetailedMesh1?DocID=U0005-0107201011192700
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