某超限高层框架抗震墙结构优化设计与分析

Optimization Design and Analysis of a High-rise Frame Shear Wall Structure

文章结合实际工程,从结构方案、性能设计等方面对某超限高层混凝土框架抗震墙结构进行了详细论述,并采用SATWE和ETABS 2种计算程序对其进行弹性、弹塑性分析,评价了其抗震性能。同时文章还对设计过程中的优化分析路线进行总结。结果表明,对于超限高层框架抗震墙结构,当采用正确的分析路线、合理的结构布置和适当的技术措施时,其抗震性能可以满足规范要求。

In this paper, the structure of the program, performance, design and other aspects of a high-rise concrete frame-shear wall structure were discussed in detail, using two calculation software SATWE and ETABS to analyse its elastic, elastic-plastic performance and evaluated the seismic performance. At the same time, this paper also summarized the optimium analysis route of the design process. The results showed that, when using the correct line of analysis, the structural arrangement and reasonable and appropriate technical measures, the seismic performance of the high-rise frame-shear wall structure could meet the regulatorv re-quirements.