摘要
文章以深圳市某超高层高位转换连体结构设计案例为研究对象,从工程概况、基础设计、结构超限类型判断、抗震等级、抗震性能目标、双塔上部结构设计等方面进行论述,提供了一个超高层连体结构结构设计的基本思路.
Abstract
This paper mainly discusses the design characteristics of a super-high-rise high-rise conversion conjoined structure in Shenzhen,from the aspects of engineering overview,foundation design,judgment of structural overrun type,seismic grade,seismic performance target,and superstructure design of twin towers,and provides you with a basic idea of the structural design of super-high-rise conjoined structure.
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