常熟龙腾希尔顿酒店复杂连体超限高层结构设计  

Design of complex connected out-of-code high-rise structure in Changshu Longteng Hilton Hotel

作　　者：赵宏康 戴雅萍 陈磊 丁锐 潘苏辰 ZHAO Hongkang;DAI Yaping;CHEN Lei;DING Rui;PAN Suchen(Tus-Design Group Co.,Ltd.,Suzhou 215021,China)

机构地区：[1]启迪设计集团股份有限公司,苏州215021

出　　处：《建筑结构》2022年第7期65-72,共8页Building Structure

摘　　要：常熟龙腾希尔顿酒店造型独特,采用框架-剪力墙结构,存在高位收进、双塔连体、平面超长、穿层斜柱等多项不规则。介绍了其结构方案、主要分析结果和性能化设计,包括控制标准、温度及地震作用的影响等。针对工程的特点,结构设计通过多程序仿真,进行了高位收进-连体影响分析、连接体钢曲梁多尺度应力分析、温度和地震作用下的楼板应力分析等专项分析,采取了一系列相应措施,保证了结构的安全可靠和经济合理。Changshu Longteng Hilton Hotel is unique in shape and adopts frame-shear wall structure.There are many irregularities such as high incorporate,double-tower connection,super-long plane and inclined column through layer.The structure scheme,main analysis results and performance-based design were introduced,including control standards,temperature and earthquake action.In view of the characteristics of the project,the structural design was carried out by multi-program simulation.The special analysis was carried out,such as high-level income-connector effect analysis,multi-scale stress analysis of connecting steel curved beams,and floor stress analysis under temperature and earthquake action.A series of corresponding measures were taken to ensure the safety,reliability and economic rationality of the structure.

关 键 词：框架-剪力墙结构 高位收进 双塔连体结构 超限高层结构 性能化设计 

分 类 号：TU973.31[建筑科学—结构工程]