博碩士論文 89322053 完整後設資料紀錄

DC 欄位 語言
DC.contributor土木工程學系zh_TW
DC.creator吳泳達zh_TW
DC.creatorYuan-Ta Wuen_US
dc.date.accessioned2003-1-17T07:39:07Z
dc.date.available2003-1-17T07:39:07Z
dc.date.issued2003
dc.identifier.urihttp://ir.lib.ncu.edu.tw:444/thesis/view_etd.asp?URN=89322053
dc.contributor.department土木工程學系zh_TW
DC.description國立中央大學zh_TW
DC.descriptionNational Central Universityen_US
dc.description.abstract本研究嘗試將離散拉格朗日法應用於含有離散設計變數之結構最佳化設計,使結構物在符合應力及位移束制條件下,達輕量化設計之目標,其設計變數則為桿件截面積。文中首先介紹離散發格朗日法的基本理論,並探討此法影響求解品質以及收斂速度之參數。數個數值計算例的演算結果將用來說明此法求解的效率與品質。經與其他離散最佳化方法之結果比較,本文發現若適當調整目標函數之權因子與拉格朗日乘子的更新速度,則離散拉格朗日法經常可獲得較佳之解,同時亦具備非常強健之搜尋能力。zh_TW
dc.description.abstractThis research studies the minimum weight design of structures with discrete variables using the discrete Lagrangian method (DLM). The design variables are members’ cross-sectional areas. The constraints include stress, displacement and size constraints. In this report, the theory of the DLM is presented first, and parameters that influence convergence speed and solution quality of this method are investigated and discussed. The feasibility of the DLM is validated by several design examples. The results from comparative studies of the DLM against other discrete optimization algorithms are reported to show the solution quality of the DLM. It is shown that the DLM can often find better solution for the structural optimization problems than those reported in previous literature by using appropriate weighting and the changing speed for objective function.en_US
DC.subject結構輕量化設計zh_TW
DC.subject離散拉格朗日法zh_TW
DC.subject離散變數zh_TW
DC.subjectdiscrete Lagrangian methoden_US
DC.subjectminimum weight designen_US
DC.subjectstructuresen_US
DC.subjectdiscrete variablesen_US
DC.title離散拉格朗日法於結構最佳化設計之應用zh_TW
dc.language.isozh-TWzh-TW
DC.titleOptimum Design of Structures using Discrete Lagrangian Methoden_US
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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