| 砖砌体填充墙对高层钢筋砼结构的影响分析 |
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| 引用本文： | 周冯萍,骆腾兵.砖砌体填充墙对高层钢筋砼结构的影响分析[J].安徽建筑工业学院学报,1999(1). |
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| 作者姓名： | 周冯萍 骆腾兵 |
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| 作者单位： | 马鞍山市建筑设计研究院 |
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| 摘 要： | 从建筑抗震设计的三个水准角度出发，分析高层建筑中砖砌体填充墙的刚度对高层钢筋砼结构的有利与不利影响，并对基于杆元计算模型的ＴＡＴ或ＴＢＳＡ计算软件中“刚度折减系数”的取值作定性分析，最后对反映在设计成果中的这类建筑的构造措施作以有益的探讨。
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| 关 键 词： | 填充墙，抗推刚度，刚度折减系数，构造措施 |
AN ANALYSIS OF INTERACTION OF CONCRETE FRAMES WITH MASONRY FILLED WALLS |
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| Zhou Fengping,Luo Tengbing.AN ANALYSIS OF INTERACTION OF CONCRETE FRAMES WITH MASONRY FILLED WALLS[J].Journal of Anhui Institute of Architecture(Natural Science),1999(1). |
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| Authors: | Zhou Fengping Luo Tengbing |
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| Abstract: | According to three orders of earthquake-resistant architectural design, the influencs of the stiffness of the masonry filled walls to the behavior of the concrete frames is analyzed. Based on calculating model of the staff element, the value range of the stiffness rebate coefficient in the computer software TAT or TBSA is given. Finally, the concrete frames with the masonry filled walls are discussed. |
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| Keywords: | masonry filled walls stiffness of the side motion resistance stiffness rebate coefficient conformation methods |
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