摘要
论述了填充墙与梁、柱刚性连接的弊端 ,根据非结构构件的震害调查及控制原则 ,设计了一种满足规范的抗震填充墙体 ,并通过伪静力实验进行了验证 ,给出满足规范GB5 0 0 1 1— 2 0 0 1第 1 3 3 2 ,3条要求的构造作法 。
Ductility of infill walls is improved by the experimental study, and the detailed construction measures which satisfy with the clause 13 3 2,3 of Code GB 50011—2001 are presented. The disadvantages of rigid connection between infill walls and beams and columns are discussed. A new type of infill wall, which is approved by the psuedo static text is presented.
出处
《建筑结构》
CSCD
北大核心
2004年第8期31-34,共4页
Building Structure
