玻璃纤维增强石膏板墙体的L形节点试验研究  

EXPERIMENTAL RESEARCH ON THE L-SHAPE CONNECTION SPECIMENS MADE OF FIBER-REINFORCED PLASTERBOARD

作　　者：姜忻良[1] 聂其林[1] 张月楼[1] 谷岩[1] 

机构地区：[1]天津大学建筑工程学院,天津300072

出　　处：《工业建筑》2005年第7期67-70,共4页Industrial Construction

基　　金：建设部研究开发项目(编号:02-2-511);天津市建委重大科技项目(编号:2002-06)

摘　　要：介绍了3个L形两种配筋形式节点试件在循环往复荷载作用下的试验过程和结果。研究了试件的破环形态、承载能力、刚度退化、滞回曲线和耗能能力等,综合比较了两种配筋方式的试件和抗震性能,为纤维增强石膏板的抗震设计和实际施工提供依据。与普通砖墙的承载能力进行对比,结果表明,其承载力满足使用要求。It is presented the experimental processes and results of three L-shape connection specimens with two kinds of reinforcing bars under cyclic loading. Failure pattern, bearing capacity, rigidity degeneration, hysteresis curves and energy dissipation etc are studied systematically. And the seismic performance of the two kinds of specimens is also compared synthetically, which provides a basis for the aseismic design and construction of fiber-reinforced plasterboard. And the consequence of comparison to ordinary bricking-up wall bearing capacity indicates that the specimens are satisfied with operating requirements.

关 键 词：速成墙板 纤维增强石膏板 节点试验 低周往复荷载 试验研究 节点 L形 墙体 玻璃 承载能力 

分 类 号：TU52[建筑科学—建筑技术科学]