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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/111271

    Title: 隔震建築結構最佳化設計之研究
    Other Titles: Study on the optimum design of the reinforced concrete building structures with isolators
    Authors: 張浩哲;Chang, Hao-che
    Contributors: 淡江大學土木工程學系碩士班
    Keywords: 類神經網路;隔震器;最佳化設計;耐震能力評估;側推分析;Isolator;Seidmic Capacity Assessment;Push-over Analysis;Optimal Design;Artifician Neural Networks
    Date: 2016
    Issue Date: 2017-08-24 23:48:34 (UTC+8)
    Abstract: 目前國人仍然採用傳統RC隔震建築結構設計方式,經由假設、分析、校核、調整、再分析及再校核等步驟完成定案,設計者所完成之定案,仍然不是最經濟方案。因此本文探討建立可方便國內設計者使用且執行時間較短之RC隔震建築結構最佳化設計模式,藉以使隔震建築結構之RC材料使用量及結構造價可減少。
    Currently, people are still using the traditional RC building structures with isolators design approach. This approach is based on the steps of assumptions, analysis, checking, adjustment, re-analysis and rechecking to complete the final design. This final design is still not the most economical design.Therefore, this project is aimed to investigate and establish a model for Heuristic Method for Optimum Design of Reinforced Concrete Building Structure swith isolators. It is intended to facilitate its usage for the domestic designer and spend less time on it. Besides, through this model we can make the usage of RC materials and the cost of RC building structures with isolators be reduced to a minimum.
    This article focuses on RC building structures with isolators. Firstly, we use ETABS software to analyze the influence of internal forces of RC building structures with isolators and displacement. Then we use heuristic method and CAFÉ to put the optimized design of RC building structures with isolators in progress in order to get the optimized design model for RC building structures with isolators. Additionally, we investigate the relation between the cost optimization and seismic capability by ETABS and TEASPA.
    The outcome suggests that if we use this ideal model , there is an achievement of the cost-minimum optimization design and promotion of the structural seismic capability. Last but not the least, there is a room for any upcoming research to mix in more required condition. That is to say, this model is able to be widely applied on many kinds of complicated engineering problems.
    Appears in Collections:[土木工程學系暨研究所] 學位論文

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