摘要
对普通构造柱砌块组合墙体和新型"丰"字形构造柱砌块组合墙体进行了对比试验,研究了其在静态反复循环水平荷载下的受力特点和变形能力。试验结果表明,这种新型约束砌块具有良好的抗震性能。
Through the comparison experiment between the common construction column and ＂丰＂-shape construction column, their stress behavior and deformation ability under static horizontal load are studied. The results show that masonry block restrained by the ＂丰 ＂-shape construction column has better anti-seismic behavior.
出处
《炼油技术与工程》
CAS
北大核心
2008年第6期6-9,共4页
Petroleum Refinery Engineering
基金
河南科技大学青年教师基金项目资助(2002QN06
2007QN035)
关键词
“丰”字形构造柱
砌块
组合墙体抗震性能
试验
＂丰＂-shape construction column, block, anti-seismic behavior of combination walls,experiment
