Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/91021
標題: 剪力因子於結構組件與等值柱假設之挫屈影響
Buckling behavior of the structural element and analogous column considering shear effect
作者: 陳昱廷
Yu-Ting Chen
關鍵字: stiffness matrix
particle swarm optimization
boundary conditions
buckling load
勁度矩陣
粒子群最佳化演算法
邊界條件
挫屈載重
引用: 【1】 校舍結構耐震評估與補強技術手冊第二版,國家地震工程研究中心,2009。 【2】 Timoshenko, S.P., and Gere, J.H., 'Theory of Elastic Stability', McGraw-Hill Book Co., New York, 1961 【3】 George, J. Simitses,'Elastic Stability of Structures', Prentic-Hall, Inc., Englewook cliffs, New Jersey, 1976 【4】 Timoshenko, S.P. and Gere, M., 'Mechanics of materials' Litton Educational Publishing, Inc., 1972 【5】 Gelu Onu, 'Shear Effect in Beam Stiffness Matrix', J.of Structural Engineering, Vol.109, No.9, September,1983 【6】 Guidelines for Performance Evaluation of Earthquake Resistant Reinforced Concrete Buildings(Draft).2004 日本建築學會。 【7】 國家地震研究中心,「1999 年 9 月 21 日台灣中部集集地震初步勘災報告(二)」,報告編號:NCREE-99-031,1999 年。 【8】 陳振瑋(2005),以等值柱模型分析含牆 RC 構架,碩士論文,國立台北科技大學土木與防災研究所,台北。 【9】 Kennedy, J. and Eberhart,R.C. ,'Particle Swarm Optimization',in proc.of the Fourth IEEE international Conference on Neural Networks,pp. 1942-1948,1995 【10】紀震、廖惠連、吳青華著,'計算機理論基礎與應用叢書 粒子群算法及應用',北京:科學出版社,2009。 【11】高尚、楊靜宇著,'群智能算法及其應用',北京:中國水利水電出版社,2006。 【12】Dorigo, M. and Maniezzo, V. and Colorni, A.(1996). 'The ant system: Optimizatoin by a colony of cooperating agents'. IEEE Transactions on Systems and Cybernetics - Part B, Vol 26-1, pp.29-41. 【13】Eberhart, R.C. and Shi. Y. (1998). 'Comparison between genetic algorithms andparticle swarm optimization'. 1998 Annual Conference on Evolutionary Programming, San Diego. 【14】Shi, Y. and Eberhart, R.C. (1998). 'A modified particle swarm optimizer'. IEEE International Conference on Evolutionary Programming, Alaska, May 4-9 【15】Eberhart, R.C. and Shi, Y. (2001).'Particle swarm optimization: developments,app- lications and resources' Proc. IEEE Int. Conf. On Evolutionary Computation,pp.81-86. 【16】A. H. Mantawy, Y. L. Abdel-Magid, and M. A. Abido,'A Simulated Annealing Algorithm for Fuzzy Unit Commitment Problem',IEEE Transmission and Distribution Conference,Vol. 1,pp. 142-147,April. 1999. 【17】Cowper, G.R.,'The shear coefficient in Timoshenko's beam theory',J. of Applied Mechanics ,Vol.33,1996, pp335-340 【18】Przemienieski,J.S.,'TheoryofMatrixStructural Analysis'McGraw-Hill Book Co., New York, N. Y., 1968 【19】Severn, R. T.,'Inclusion of Shear Deflection in the Stiffness Matrix for a Beam Element', Joural of Strain Analysis, Vol.5, No.4,1970 【20】Davis,R., Henshell, R., and Warburton G. B., 'A Timoshenko Beam Element', J. of Sound and Vibration., Vol.22, No.4,1972, pp475-487. 【21】美國混凝土學會(ACI),'Building Code Requirements for Structural Concrete',(ACI 318-08),2008
摘要: 本文乃研究結構構件模型與等值結構系統之等值寬柱模型含剪力及軸力因子之桿件的穩定性及其比較。運用結構矩陣建立出含剪力及軸力因子之勁度矩陣,進而利用粒子群最佳化演算法來處理受壓構件含剪力變形效應在各種邊界條件下的彈性臨界挫屈載重,並且比較兩者模型在穩定性上的安全考量。 結論顯示,若使用等值寬柱設計時,剪力變形效應會影響彈性臨界挫屈載重較原結構桿件大,且會使結構桿件在穩定性上不保守,有挫屈之疑慮。
This thesis is the study of the structural element and the analogous column of the structure system with shearing deformation and axial deformation of stability and comparison. Using the structure matrix analysis to deduce stiffness matrix containing shearing deformation and axial deformation, and thus the use of particle swarm optimization algorithm to handle compression element with shear deformation effect under various boundary conditions of the elastic critical buckling load, and compare both models in the stability of the security considerations. Conclusions show that if the use of the analogous column design, shearing deformation effect will affect the elastic critical buckling load larger original structure element, structural element causes the stability is not conservative, there are doubts buckled.
URI: http://hdl.handle.net/11455/91021
其他識別: U0005-2105201509504400
文章公開時間: 2018-07-15
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