[1]程文瀼,任振华,方向.变刚度、变层高的框-剪结构计算[J].东南大学学报(自然科学版),1993,23(1):69-75.[doi:10.3969/j.issn.1001-0505.1993.01.010]
 Cheng Wenrang,Ren Zhenhua,Fang Xiang,et al.Calculation of Frame-Shear Wall Structures with Different Stiffness and Different Floor Height[J].Journal of Southeast University (Natural Science Edition),1993,23(1):69-75.[doi:10.3969/j.issn.1001-0505.1993.01.010]
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变刚度、变层高的框-剪结构计算()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
23
期数:
1993年第1期
页码:
69-75
栏目:
本刊信息
出版日期:
1993-01-20

文章信息/Info

Title:
Calculation of Frame-Shear Wall Structures with Different Stiffness and Different Floor Height
作者:
程文瀼任振华方向
东南大学土木工程系; 东南大学土木工程系; 江苏省建筑设计院
Author(s):
Cheng Wenrang Ren Zhenhua Fang Xiang Fang Xiang
Department of Civil Engineering
Building Design Institute of Jiangsu Province
关键词:
框架 剪力墙 结构 刚度 水平位移 转角
分类号:
TU97
DOI:
10.3969/j.issn.1001-0505.1993.01.010
摘要:
本文不采用连续化假定,由框架抗侧刚度和连系梁转角刚度的定义,直接给出总剪力墙的计算简图.以顶部节点转角为初参数,用结构力学方法建立节点相对水平位移与转角之间及相邻节点转角之间的关系,自上而下递推至墙底,由墙底转角为零的变形条件求出顶部节点转角,使问题得到解决.

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备注/Memo

备注/Memo:
国家自然科学基金;江苏省科委研究项目
更新日期/Last Update: 2013-04-19