论文部分内容阅读
本工程由三个独立塔楼组成,东西两侧塔楼为钢筋混凝土框架剪力墙结构,中间塔楼为钢框架结构,由屋顶单层钢屋面连成整体。中部钢结构竖向不规则、平面不规则、竖向构件不连续等超限内容。工程注重概念设计,采用了多种程序进行结构弹性有限元分析及时程分析。对结构薄弱部位采用中震弹性计算结果。所介绍的工程设计思路和构造措施,可供类似工程参考。
The project consists of three independent towers, east and west towers of reinforced concrete frame shear wall structure, the middle of the tower for the steel frame structure, the roof of the single-story steel roof integrated into the whole. Vertical steel structure in the middle of irregular, irregular plane, vertical components such as discontinuous content beyond. Project focus on conceptual design, using a variety of programs for structural elastic finite element analysis and time-history analysis. The structure of the weak parts of the use of earthquake elastic calculation results. The introduction of engineering design ideas and construction measures for similar projects for reference.