| Summary: | 碩士 === 淡江大學 === 土木工程學系碩士班 === 104 === Currently, people are still using the traditional RC building structures with shear walls 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 shear walls. 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 shear walls be reduced to a minimum.
This article focuses on RC building structures with shear walls. Firstly, we use ETABS software to analyze the influence of internal forces of RC building structures with shear walls and displacement. Then we use heuristic method and CAFÉ to put the optimized design of RC building structures with shear walls in progress in order to get the optimized design model for RC building structures with shear walls. 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.
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