摘要
本文针对煤矸石多孔砖墙在构造柱和圈梁约束下抗剪承载能力,进行试验研究。在此基础上提出了约束煤矸石多孔砖墙体的抗剪承载能力计算公式,并总结出了约束煤矸石多孔砖墙体抵抗水平力的一些特征。
This paper has carried out experimental research on shearing resistance of gangue perforted brick wall which is under the constraint of the structural column and ring beam.On this basis,the formula for calculating shearing resistance of constraining gangue perforted brick wall is proposed,and some features of resisting horizontal force of it are also summarized in the paper.
出处
《价值工程》
2010年第1期141-142,共2页
Value Engineering
关键词
煤矸石多孔砖
约束墙体
抗剪承载力
gangue per forted brick
constrain wall
shearing resistance