博碩士論文 92322036 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陳冠華zh_TW
DC.creatorKuan-Hua Chenen_US
dc.date.accessioned2008-7-14T07:39:07Z
dc.date.available2008-7-14T07:39:07Z
dc.date.issued2008
dc.identifier.urihttp://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN=92322036
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本文主要是採用兩階段的最佳準則(Optimality Criteria)設計程序來進行結構輕量化問題,限制條件包括位移、應力及挫屈載重因子等限制。進行設計之前,先以Fully Stressed Design(FSD)程序對含有應力限制的問題調整設計變數。兩階段的最佳準則法設計程序是在第一階段採用較大更新因子快速搜尋近似最佳解,並於第二階段藉由降低更新因子以減緩移動步幅,來找出較佳之輕量化設計結果。數個桁架與剛構架的設計例的輕量化設計結果顯示,本研究建議之兩階段設計程序具備快速而穩定收斂的特性,求解品質亦相當接近文獻的結果,甚至更佳。zh_TW
dc.description.abstractIn this report, the minimum weight design of trusses and rigid frames by using a two-stage design procedure based on the optimality criteria method is studied. The behavior constraints considered in this study include the constraints on displacement, stress, and buckling load factor. In this study, the independent variables of a structure with stress constraints are adjusted by using the fully stressed design procedure first. Then, the variables are designed by using the two-stage design procedure. In the two-stage design procedure, a larger exponent of the recursive relation is used to search for a near optimal solution first, and a smaller exponent is then used in the second stage to slow down the moving velocity and to fine tune the solution quality. Several trusses and rigid frames studied in the literature are used to demonstrate the efficiency and the solution quality of the proposed design procedures. Comparative results show that the proposed optimality criteria method can efficiently find good quality solutions for the designed structures.en_US
DC.subject最佳準則法zh_TW
DC.subject輕量化設計zh_TW
DC.subject兩階段設計程序zh_TW
DC.subject位移限制zh_TW
DC.subject應力限制zh_TW
DC.subject挫屈載重因子限制zh_TW
DC.subjectoptimality criteria methoden_US
DC.subjectminimum weight designen_US
DC.subjecttwo-stage design procedureen_US
DC.subjectdisplacement constraintsen_US
DC.subjectstress constraintsen_US
DC.subjectbuckling load factor constrainten_US
DC.title最佳準則法於結構輕量化設計之應用zh_TW
dc.language.isozh-TWzh-TW
DC.titleApplication of Optimality Criteria to Minimum Weight Design of Structuresen_US
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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