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浮石混凝土空心砌块墙体抗震性能的试验研究
Experimental Study on the Seismic Behavior of Hollow Pumice Concrete Block Masonry Walls
【摘要】 本文通过对17个浮石混凝土砌块墙片的恢复力特性试验,评价了这种墙体的抗震性能,给出了砌块墙片的抗震强度计算公式、恢复力简化横型以及骨架曲线的刚度退化表达式,讨论了试件的宽高比(b/h)及竖向压应力(σ0)对试件抗震能力的影响.
【Abstract】 Through analysis on the test results of 17 shear walls and basic mechanicalproperty specimens of hollow brick masonry,the paper makes an evaluation on theseismic performance of hollow brick masonry walls,and also puts forward the for-mulae of calculating the shear strength,and unloading rigidity of hollow brick ma-sonry walls.The paper also alalyses the influences of b/h(width to height ratio ofwalls)and σ0(vertical compressive stress of walls)on the seismic behavior of hol-low brick masonry walls.
【关键词】 抗震结构;
混凝土结构;
墙;
压应力;
【Key words】 earthquake resistant structure; concrete structure; wall; compressive stress;
【Key words】 earthquake resistant structure; concrete structure; wall; compressive stress;
- 【文献出处】 哈尔滨建筑工程学院学报 , 编辑部邮箱 ,1991年01期
- 【被引频次】13
- 【下载频次】61