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顶部设置加强层的框-筒结构应变能分析
引用本文:周春圣,张仲先,夏凯,赵春华.顶部设置加强层的框-筒结构应变能分析[J].武汉理工大学学报,2006,28(3):86-89.
作者姓名:周春圣  张仲先  夏凯  赵春华
作者单位:1. 华中科技大学土木工程与力学学院,武汉,430074
2. 军事经济学院财务二系,武汉,430015
摘    要:针对带加强层的框-筒结构体系,为考虑普通楼层梁的影响将其等效为沿竖向分布的连续介质,同时计入加强层梁、核心筒、普通楼层梁、外框柱的剪切应变,推导出了顶部设置加强层的框筒结构在水平荷载作用下应变能的表达式,为推导此类结构在水平荷栽作用下的侧移打下了基础,同时也为求解此类结构在水平荷载作用下的内力提供了方便。

关 键 词:加强层  框-筒结构  连续化分析  应变能
文章编号:1671-4431(2006)03-0086-03
修稿时间:2005年10月28

Strain Energy Analysis of High-rise Frame-tube Structure with Top-strengthened Story Under Lateral Load
ZHOU Chun-sheng,ZHANG Zhong-xian,XIA Kai,ZHAO Chun-hua.Strain Energy Analysis of High-rise Frame-tube Structure with Top-strengthened Story Under Lateral Load[J].Journal of Wuhan University of Technology,2006,28(3):86-89.
Authors:ZHOU Chun-sheng  ZHANG Zhong-xian  XIA Kai  ZHAO Chun-hua
Abstract:This paper analyzed the high-rise frame-tube structure with strengthened stories and proposed a strain energy calculating method of top-strengthened structure under lateral load.Considering the contribution of the floor beam,the frame-tube structure with strengthened stories was simplified into continuous medium along the height by using continuum theory,taking the shear strain energy of strengthened girders,core wall, floor beams,and columns into account.Finally,the analytic expression of the strain energy of this structure was abtained in terms of the height.The conclusion provided much convenience to deduce the sideway and get the internal forces of such structure under lateral loads.
Keywords:strengthened story  frame-tube structure  continuum analysis  strain energy
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