摘要
未经抗震设防,或虽作抗震设防但设计不符合规范要求的底层框架多层砖房,在结构体系、底层墙体的布置和抗震构造措施方面均存在许多问题,致使这类房屋的抗震性能相对比较差。文中分析了底层框架-抗震墙砖房震害特点及原因,并结合历次震害资料及设计实践,对这类结构的抗震设计进行了探讨。
The traits of earthquake resistance about rock-bottom frame and anti-seismic wall brick house are presented in this paper. Combined with its past earthquake disaster data and design experience, the anti-seismic design is also discussed.
出处
《重庆科技学院学报(自然科学版)》
CAS
2005年第1期41-43,共3页
Journal of Chongqing University of Science and Technology:Natural Sciences Edition