林国湛¹，  张念泉²，  廖锡荣³，  赖玉辉²，  唐旭雄¹
    （1 和记黄埔地产管理有限公司深圳分公司，深圳518026；2 和记黄埔地产有限公司，香港；3 JMK工程顾问有限公司，香港）

[摘要] 城市核心区域的大型商场结合超高层住宅建设项目日益增多，采用高位转换的框支剪力墙结构设计问题值得关注。本工程主体结构总高度133m，转换层高度34m，采用框支剪力墙结构，为规则性超限结构。针对本工程的特点，结合超限审查时专家的建议，介绍了此工程超限情况及所采取的措施，包括计算分析和构造措施；并简要介绍了结构整体计算分析的内容、结果。
[关键词] B级高度高层住宅；框支剪力墙结构；高位转换；弹性时程分析；静力弹塑性分析
中图分类号：TU973+．16  文献标识码：A  文章编号：1002-848X(2011) Sl-0587-04

Structure design of an overrun high-rise residential brulding
    Lin Guozhan¹,  Jimmy zhang²,  Liu Sik Wing³,  Willy Lai²,  Jack Tang^l
    (1 Hutchison Whampoa Property Management Limited Shenzhen Branch, Shenzhen 518026, China;
2 Hutcluson Whampoa Property Limited, HongKong, China; 3 JMK Consulting Engineers Limited, HongKong, China)

Abstract: As the shopping mall combining high-rise residential construction project increasing in the urban core area, the design problem of high-transition frame supported shear wall structure is deserved attention. This proposed project is a frame supported shear wall regularity off-gauge structure, which total structural height is 133m and the transfer level height is 34m. Aiming at the characteristics of this project and the advices from the experts in off-gauge review, the situation of the engineering off-gauge was introduced, including calculation, analysis and construction technologies.  In addition, the calculation and analysis of the whole structure was briefly introduced.
Keyword: high-rise residential building in B level; frame supported shear wall structure; high-transition; elastic time-lustory analysis; Pushover analysis