摘要
通过对14片中型混凝土空心砌块墙片进行系统的抗侧力性能试验研究,提出了墙体抗剪计算公式,并通过非线性地震反应分析,对中型混凝土空心砌块多层房屋的抗震性能作出了较为客观的评估。
In this paper,the 14 block masonry wall test specimens under lateral loads are used to study the shear behaviors,and a method for analysising nonlinear earthquake response of block masonry wails under earthquake excitation are presented.Based on the tests,the aseismic capacity of concrete block masonry buildings are evaluated.
出处
《山东建筑大学学报》
1992年第2期31-37,共7页
Journal of Shandong Jianzhu University
关键词
砌块
芯柱
试验
抗震性能
concrete block masonry
interior column
test
aseismic behavior
