摘要
用MTS伺服加载系统对两榀带开孔梁钢筋混凝土框架进行低周反复荷载加载试验,对试件的破坏形态、滞回曲线、延性、耗能能力等抗震性能进行初步研究.试验表明,在合理设计的基础上,梁上孔洞的存在并不会影响钢筋混凝土框架结构的抗震性能.
Using the MTS electro-hydraulic hervo structure test system, the pseudo-static test of two reinforced concrete frames with openings beam have been carried out to research failure pattern, dynamic response, hysteresis curves, energy dissipation and rigidity degeneration of RC frame with openings. The results show that the openings do not affect the seismic behavior of reinforced concrete frame based on rational design.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
2004年第6期720-723,共4页
Journal of Fuzhou University(Natural Science Edition)
