摘要
通过9个轻型木结构房屋足尺模型(墙角无抗拔锚固件)和1个单片木框架剪力墙的低周反复加载试验,研究整体轻型木结构房屋中底层墙体的破坏模式及抗剪强度、位移、刚度、延性和耗能等力学性能指标。试验表明:在水平荷载作用下整体房屋中的墙体破坏主要发生在钉连接处,墙骨柱上拔较小,墙体的极限承载力约为设计值的2.6至3倍;整体结构中上部墙体和竖向荷载的共同作用虽能提高底层墙体的刚度,但同时也降低了其极限位移与屈服位移,使其耗能性能变差。单片墙体试验结果与整体结构中的墙体试验结果有较大区别,研究结果表明:房屋的整体作用不仅可以有效限制墙骨柱的上拔,还能提高墙体的极限承载力,并能使其更好地发挥抗震性能。建议在设计中考虑房屋的整体作用,减少抗拔锚固件的设置。
Nine full-scale light-framed wood construction specimens （without hold-downs） and a single piece of wood-framed shear wall were tested to study the failure mode, shear strength, deflection, stiffness, ductility and energy dissipation of the wall in the lowest storey of the structure. Results showed that the failure of the wall was mainly due to nail connection failure, while the uplift of the studs was small and the ultimate shear strength of the wall was about 2.6~3 times the design value. In a completed structure, the effects of upper walls and vertical loads on the performance of the wall were to： ① increase the stiffness, ② reduce the ultimate and yield deflection, and ③ make the energy dissipation performance of the wall worse. Comparison of the test results of the wall in the structure with those of a single piece of wall showed that seismic resistance performance of the former was better than that of latter, and the structural system effect not only can reduce the uplift of the studs but also improve the ultimate capacity of the wall. The complete structural system effect was suggested to be taken into consideration, so that the number of hold-downs used in the structure can be reduced.
出处
《土木工程学报》
EI
CSCD
北大核心
2010年第11期71-78,共8页
China Civil Engineering Journal
基金
国际科技合作项目"绿色节能可持续建筑体系的研究和成套技术开发示范"(2008DFA71990)
关键词
轻型木结构
木框架剪力墙
反复加载试验
破坏模式
力学性能
wood-framed construction
wood-framed shear wall
cyclic test
failure mode
mechanical performance
