上个月在博客上写得太少内容了，打算在这个月写多一点，回馈大家，请大家多多点击。
这是2009年年底在香港参加ICASS2009会议时发表的论文，收录在IJSSD期刊的会议论文集中，主要讲述在2009年预测性分析比赛，即足尺钢框架附加阻尼器的振动台试验分析的方法与过程。值得一提并且开心的事情是，我投搞的论文中的一个插图，居然变成论文集封面的图片，非常抢眼，呵呵，如下图所示。

【英文篇名】	Dynamic Experiment and Numerical Simulation of a Full Scale Steel Frame with Viscous Dampers
【下载频次】	☆
【英文作者】	Chen Xuewei, ( Tall Building Structure Research Institute, College of Architecture and Civil Engineering, Guangzhou 510640, China; )
【作者单位】	华南理工大学土木与交通学院高层建筑结构研究所;
【文献出处】	IJSSD 2009会议论文集
【英文关键词】	Nonlinear time history analysis, parameter analysis, full-scale steel frame, viscous damper
【英文摘要】	This paper presents a dynamic nonlinear numerical simulation of a 5-story full-scale steel frame structure based on Perform-3D. Flexibility-based fiber element and Maxwell model are adopted for structure member simulation after a post analysis of the shaking table test of a 4-story full-scale steel frame. The author simulates the low cyclic reciprocating load test for the steel members with fiber element and plastic hinge element, and also analyzes the fiber division and length of plastic hinge. Analytical results of the seismic responses under medium and severe ground motions are compared with the experiments, indicating a good simulation of the nonlinear behaviour of the steel frame with viscous dampers by using flexibility-based fiber element and Maxwell model when structural nonlinearity is limited by dampers.
【基金】	无

[本日志由 dinochen1983 于 2021-11-08 03:47 PM 编辑]
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