合肥大运城商办酒店复杂超限高层结构设计  

Structure Design of A Complex Super tall Building of Commercial Office and Hotel of Dayuncheng Hefei Province

作　　者：张锦华 高乃辉 Zhang Jin-hua;Gao Nai-hui

机构地区：[1]同济大学建筑设计研究院(集团)有限公司,上海200092

出　　处：《建筑技术开发》2018年第20期14-16,共3页Building Technology Development

摘　　要：商办楼结构存在平面L形、剪力墙转换等超限情况;酒店结构存在平面凹型、平面有效宽度小于50%等超限情况,故两栋楼均属于复杂高层建筑。选择合理的性能目标,采用不同的计算软件进行结构分析,采取有针对性的构造加强措施,从而确保其的抗震安全性。The commercial office building is a complex super tall building with some unfavorable factors,including plane L-type, shear walls conversion overrun ;The hotel building is also a complex super tall building with some unfavorable factors,including plane concave,flat-effective width of less than 50%overrtm condition.The structure was analyzed by various computing software,seismic fortification measures were applied to ensure the seismic safety of the building.

关 键 词：超限高层建筑 部分框支剪力墙 框架一剪力墙 抗震性能 

分 类 号：TU318[建筑科学—结构工程]