摘要
根据框架填充墙柔性连接的原则,提出相应的连接构造,并对其柔性连接的影响进行分析和评估。在地震作用效应分析时,按填充墙的受力状态提出相应的刚度修正和一个较系统的计算例题。取得柔性连接设计原则和连接构造柔性的一致性,是对现行规范柔性连接设计构造规定的有益补充。
According to the flexible connection principle of frame structure of infill wall, the paper analyzes and evaluates the effect of flexible connectivity, and puts forward corresponding connection structure. In analyzing seismic effect, according to the stress state of infill wall, the paper puts forward the corresponding stiffness correction and a systematic calculation example. Consistency of flexible connection design principle and connection structure provides a suoplement to the current snecificntinn c^f fl,~vihl,~ t;~. A^o:~
出处
《砖瓦》
2013年第6期43-50,共8页
Brick-tile
关键词
框架填充墙的柔性连接
柔性连接度
填充墙的刚度修正
flexible connection of frame structure infill wall, degree of flexible connection, stiffnesscorrection of infill wall