宜春市润达国际广场结构设计与分析

Structural Design and Analysis of Yichun Runda International Plaza

润达国际广场建筑总高度40.7m,采用框架结构。工程地质比较复杂,有溶洞需要处理,上部结构存在大开洞和超长结构情况。针对这些不利情况,采用多种有限元软件来分析大开洞区域楼板应力分布,并根据分析结果提出解决措施,使结构达到安全可靠的目标。

Runda international plaza has a total height of 40.7 m and adopts frame structure.The engineering geology is relatively complex,there are karst caves to be treated,and there are large openings and super long structures in the upper structure.In view of these disadvantages,a variety of finite element software is used to analyze the stress distribution of the floor slab in the large opening area,and according to the analysis results,solutions are proposed to make the structure achieve the goal of safety and reliability.