（中国航空规划设计研究总院有限公司， 北京 100120）

［摘要］地震荷载作用下，框架双筒结构间的连接楼板协调两筒变形，应按弹性板进行精细化分析。结合工程实例，对框架双筒结构间连接楼板提出四种不同的布置方案，通过计算分析，比较不同布置方案的楼板剪应力大小和结构整体计算指标的不同，并对此楼板进行抗震性能化设计。

［关键词］框架双筒结构； 连接楼板； 性能化设计

中图分类号： TU375.2 文献标识码： A文章编号：  1002-848X(2016)S2-0170-04

Stress analysis of connection slab for frame-double corewall structure in high intensity regions

Wang Yi， Feng Zhixia， Wang Qian， Sun Zhanjun

（China Aviation Planning and Design Instruct (Group) Co., Ltd., Bejing 100120, China)

Abstract： Under earthquake load, the connection slab of frame-double corewall structure coordinates deformation of double corewall, so this slab need exquisite elastic analyze. With a project example, four schemes for the connection slab of frame-double corewall were proposed. By calculating and analyzing, the shearing strength of connection slab, the different of structural master indexes were compared, and the performance based design of connection slab was verified.

Keywords： frame-double corewall structure; connection slab; performance based design

作者简介： 王毅，硕士，一级注册结构工程师，Email：wyyx87@163.com。