重庆建筑
重慶建築
중경건축
CHONGQING ARCHITECTURE
2014年
11期
65-66
,共2页
剪力墙超筋%转换构件%Satwe%计算模型%配筋率%超筋现象
剪力牆超觔%轉換構件%Satwe%計算模型%配觔率%超觔現象
전력장초근%전환구건%Satwe%계산모형%배근솔%초근현상
excessive reinforced shear-wall%structural transfer member%Satwe%calculation modeling%reinforcement ratio%excessive steel bar phe-nomenon
通过对部分框支剪力墙结构进行计算分析,总结了转换构件上一层剪力墙超筋的现象,并分析了发生此现象的原因。该文研究归纳了结构计算时避免转换构件上一层剪力墙超筋的方法,进而总结了此类结构设计时应采取的加强措施。
通過對部分框支剪力牆結構進行計算分析,總結瞭轉換構件上一層剪力牆超觔的現象,併分析瞭髮生此現象的原因。該文研究歸納瞭結構計算時避免轉換構件上一層剪力牆超觔的方法,進而總結瞭此類結構設計時應採取的加彊措施。
통과대부분광지전력장결구진행계산분석,총결료전환구건상일층전력장초근적현상,병분석료발생차현상적원인。해문연구귀납료결구계산시피면전환구건상일층전력장초근적방법,진이총결료차류결구설계시응채취적가강조시。
Based on calculation and analysis on partial frame-supported shear-wall structures, the phenomenon of excessive reinforced shear-walls of structural transfer members is summarized and the causes of this phenomenon are analyzed.Also, methods to avoid this phenomenon are presented with some corresponding improvement measures summarized for reference.