摘要
招商银行金融创新大厦0098地块地上15层,主楼结构高度84.1m,设置4层地下室,采用框架-剪力墙结构体系,地上结构大结构平面尺寸77m×40m。本文首先结合建筑方案及结构合理性分析说明了主体结构的体系选型方案。随后,对主体结构进行了不规则判别,并依据判别结果系统介绍了针对结构不规则选用的设计措施。同时,对主体结构弹塑性静力分析进行了重点介绍。最后,对选用的基础方案做了系统说明。研究及设计结果表明:通过选用合理的设计措施,原结构的不规则性得到有效控制,结构各项计算指标可以较好地满足规范要求,结构安全、可靠,结构设计可行。
China Merchants Bank Financial Innovation Building 0098 Lot with the maximum height of 84.1 m and 15 floors on the grand,uses the frame-shear wall structure system and a basement with 4 floors is affiliated,and the maximum plane dimension of the ground structure is 77 m×40 m.Firstly,combined architecture scheme and the structural rationality,the structural system selection of the main structure was explained.Then,the irregular judgment of the main structure was operated and the design measures about the irregularity of the structure was introduced systematically.At the same time,the elasto-plastic static analysis of the main structure was mainly introduced.Finally,the selection of the based scheme was emphatically presented.Research and design results show that,by using reasonable computational measures and design measures,the irregularity of the original structure has been effectively controlled,and the structure calculation index can better meet the requirements of the standards.The structure is safe,reliable and the structural design is feasible.
出处
《建筑结构》
CSCD
北大核心
2017年第S1期163-167,共5页
Building Structure
