上海国浩长风办公楼超限高层结构抗震设计  

Seismic Structural Design of Complex High-rise Building Named Guohao Changfeng Shanghai Building

作　　者：曹一波[1] 

机构地区：[1]上海建筑设计研究院有限公司,上海200041

出　　处：《工程建设与设计》2016年第2期33-37,共5页Construction & Design for Engineering

摘　　要：结合国浩长风办公楼超限高层设计,对本工程的超限情况做了逐一分析。并通过小震、中震以及大震下的计算分析,验算结构的安全度;最后通过抗震构造措施,对薄弱处进行加强,从而确保了结构抗震设计的"三水准"要求;也为其他同类工程提供参考。Combining high-rise building design which named Guohao Changfeng building, the irregularity have been seriatim analyzed.And structural safety also have been confirmed by computed under the earthquake of different strength;finally through the seismic structural measures the weakness will be strengthened,and three-level requirements of seismic structural design will be achieved;and provide reference for other similar projects.

关 键 词：超限高层 尺寸突变 框架-核心筒 

分 类 号：TU973.31[建筑科学—结构工程]