| 钢筋混凝土框架砖填充墙结构抗震性能的研究 |
| |
| 引用本文： | 关国雄,夏敬谦.钢筋混凝土框架砖填充墙结构抗震性能的研究[J].地震工程与工程振动,1996,16(1):87-99. |
| |
| 作者姓名： | 关国雄 夏敬谦 |
| |
| 作者单位： | 香港大学土木与结构工程系，家地震局工程力学研究所 中国哈尔滨 150080 |
| |
| 摘 要： | 本文介绍了一个１／３比例框架填充墙结构模型模拟地震振动台试验，研究了结构动力特性与反应特征，提出了钢筋混凝土框架砖填充墙结构层间刚度与抗力的简化估计方法和公式，同时进行了多层框架填充墙结构的弹塑性动力反应分析并结合试验模型将计算结果与试验结果进行比较。
|
| 关 键 词： | 钢筋混凝土框架 抗震性能 填充墙结构 砖填充 |
STUDY ON SEISMIC BEHAVIOR OF BRICK MASONRY INFILLED REINFORCED CONCRETE FRAME STRUCTURES |
| |
| A.K.H. Kwan.STUDY ON SEISMIC BEHAVIOR OF BRICK MASONRY INFILLED REINFORCED CONCRETE FRAME STRUCTURES[J].Earthquake Engineering and Engineering Vibration,1996,16(1):87-99. |
| |
| Authors: | AKH Kwan |
| |
| Abstract: | In order to have an understanding of the seismic behavior of multistory brick infilled R.C frame structures, a 1/3 scale model of infilled frame building was tested on shaking table by subjecting to a sequence of simulated input motions of progressively increasing magnitude to ultimate failure. Moreover, the dynamic properties and the corresponding changes as the structure degraded were also measured. On the other hand, simplified method and formulas for evaluation of the interstorey lateral stiffnesses and resistances of the infilled frames and seismic response analysis of multi -storey infilled frame structures are suggested. Both the evaluation of stiffnesses and resistances and seismic response analysis were applied to the model test condition and comparisons are given. |
| |
| Keywords: | R C frame Brick infilled frame structure Aseismic behavior Model test Dynamic response |
| 本文献已被 CNKI 维普 等数据库收录！ |
