摘要
对ＤＳ１型和ＤＳ２型多孔砖砌体的自重、抗压强度、抗剪强度、弹性模量和泊松比等力学性能进行了试验研究，通过分析认为此类多孔砖砌体采用《砌体结构设计规范》（ＧＢＪ３－８８）中的计算指标是安全可靠的．
This paper carries out an experimental study on the gravity and mechanical behaviour for DS 1 and DS 2 type porous masonry. The mechanical behaviour includes compressive strength、shear strength、elastic modulus and Poisson ratio et al. It has been concluded that the computational index in Design Code of Masonry Structure is safe and reliable for those type of porous masonry.
出处
《西安建筑科技大学学报（自然科学版）》
EI
CSCD
1998年第3期221-223,共3页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
基金
国家自然科学基金
关键词
多孔砖砌体
抗压强度
抗剪强度
弹性模量
试验
porous masonry, compressive strength, shear strength, elastic modulus
