呼市海亮广场超高层剪力墙住宅结构设计
- 摘 要
-
（悉地（北京）国际建筑设计顾问有限公司，北京 100013）[摘要] 呼市海亮广场2#、6#楼为约150m高住宅建筑，为保证建筑的使用功能和房间布局，采用剪力墙结构。呼和浩特市抗震设防烈度为8度，塔楼属高度超限建筑结构。本文介绍了该工程特点和结构设计情况。按照规范要求，进行了结构抗震性能设计。经过多模型的小震弹性分析、小震时程分析及大震静力弹塑性分析，其工作状态和性能均能达到预期性能目标和规范要求。[关键词] 结构抗震性能设计;超高层住宅;剪力墙结构;Push-over中图分类号：TU973+.3 文献标识码：A 文章编号：1002-848X(2013)S2-0235-05作者简介：金辉，工学硕士，工程师，一级注册结构工程师，Email：Jin.hui@ccdi.com.cn。Structural design on shear wall structure of the super high-rise residential building in Hohhot Hai Liang PlazaJin Hui, Liu Wei(CCDI Group, Beijing 100013, China)Abstract: The No.2 and No.6 tower of the Hohhot Hai Liang Plaza is about 150m high residential building. For the usage and room layout, the shear wall structure is adopted. Hohhot is in the 8 degree-earthquake fortification zone, and they are two ultra-limit high-rise buildings. The characteristics and structural design were introduced. Based on the codes, a performance-based seismic design was adopted. The structure was analyzed with multi-model and software. The result shows that the work state and performance of the structure can meet the design goals of performance and criterion requirements.Keyword: performance-based seismic design of structure; super high-rise residential building; shear wall structure; Push-over
