施工误差对框架节点抗震性能影响研究
onstruction error on frame joints of seismic behavior influence research
在现代多高层建筑结构中,钢筋混凝土框架结构应用广泛。框架节点作为框架结构的重要组成部分对结构的抗震性能影响很大。本文通过对3根框架节点进行低周反复荷载试验,从承载力、延性及耗能能力等方面研究施工误差对框架节点抗震性能的影响。研究结果表明,施工误差对框架节点的抗震性能有一定影响,正误差试件在承载能力上优于负误差试件,而负误差试件则在延性和耗能能力上表现更好。
In the modern high-rise building structure, reinforced concrete frame structure wide application. Frame joint as an important part of the frame structure of the aseismic performance influence. In this paper, through three reinforced concrete beam-column joints test, based on strength, ductility and energy dissipation situation, study the construction error influence on the seismic behavior of the beam-column joints, The results show that the construction error on the seismic performance of frame has a certain impact, the positive error samples is superior to the negative error sample in the carrying capacity, but the negative error sample is better than the positive error samples in the ductility and energy dissipation situation.
杨志勇、周焕廷、付力
建筑结构建筑施工
结构工程框架节点施工误差抗震性能
structural engineeringframe jointconstruction errorseismic behavior
杨志勇,周焕廷,付力.施工误差对框架节点抗震性能影响研究[EB/OL].(2011-05-04)[2025-08-04].http://www.paper.edu.cn/releasepaper/content/201105-41.点此复制
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