提出了一种融结构可靠性分析与结构优化设计于一体的钢筋砼框架结构的可靠性优化设计方法。
A method of optimum design of rein forced concrete frame structure based on reliability is proposed, which integrates advantages of the reliability analysis and optimum design.
温州市会议中心为一有一层地下室的现浇钢筋砼框架结构，该建筑位于典型软土地区、荷载大并且为超长结构。
The conference center of Wenzhou is a framework structure of cast in place reinforced concrete with one floor basement. It lies on the typical soft soil with huge loads and it is extra long.
在钢筋砼框架结构中加入偏心支撑，其主要目的是提高钢筋砼框架的抗侧刚度、改善框架结构的承载力和耗能能力。
Adding the eccentric brace to the reinforced concrete frame is for strengthening the side stiffness and improving the load-bearing and energy consume ability.
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