（华东建筑设计研究院有限公司，上海 200041）

[摘要]长兴环球中心酒店为框架-剪力墙结构体系，结构高度99.73m，存在扭转不规则、楼板不连续、竖向不规则、大跨度等超限情况。阐述了结构抗震性能分析和设计，大跨度结构选型及舒适度解决方案。计算分析结果满足现行规范要求，且通过采取相应的加强措施，满足了结构安全及舒适度的要求。

[关键词] 高层结构；中震不屈服设计；舒适度；性能设计

中图分类号：TU973，TU318.2       文献标识码：A         文章编号：1002-848X（2014）S1-120

作者简介：孙磊，硕士，工程师，Email：lei_sun@ecadi.com。

Structure design of main tower building of Changxing Global Center Hotel

Sun Lei

(East China Architectural Design ＆ Research Institute Co.，Ltd.，Shanghai 200042，China)

Abstract: The Changxing Global Center Hotel is a frame-shear wall structure with the height of 99.730m.This building has some properties exceeding the cods, such as the irregular torsion, discontinuous slab, vertical irregularity, large span, etc. The structure seismic performance analysis and design, the selection and the comfort solutions for large-span structure were introduced. Results of calculation and analysis meet the requirement of national codes. The requirements of structural safety and comfort can be achieved with the corresponding seismic strengthening measures.

Keywords: high-rise structure; non-yielding design under moderate earthquake; comfort; performance design

参  考  文  献

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[2] JGJ3—2010高层建筑混凝土结构技术规程[S]. 北京：中国建筑工业出版社，2011.

[3] 娄宇，吕佐超，黄健. 楼板振动舒适度控制的标准研究[J]. 特种结构，2011,28（3）：1-4,8.

[4] 黄健，吕佐超，娄宇.有节奏运动引起的楼板振动舒适度设计[J]. 特种结构，2011,28（3）：5-8.