摘要
本文通过近百片墙体的反复荷载试验和四幢整体房屋模型的振动台试验,研究了水平配筋砖砌体的破坏机理、强度和变形性能,提出了强度计算的表达式。本文中提出的强度表达式已为我国的新建筑抗震设计规范(GBJ 11-89)采用。
In order to investigate the failure mechanism, the strength and the deformation behaviour of brick masonry reinforced with horizontal steel bars, about 100 pieces of brick masonry wall under cyclic loading and 4 models of masonry buildings on shaking table have been tested. Based on these test results, an equation for calculating the aseismic shear strength of brick masonry is suggested in this paper. The suggested equation has been adopted by the new code for aseismic design of building structures in China.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1991年第4期31-43,共13页
Journal of Building Structures
