| 木结构框架在水平荷载作用下的内力和侧移计算 |
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| 引用本文： | 王俊鑫,徐彬.木结构框架在水平荷载作用下的内力和侧移计算[J].云南电大学报,2007,9(4):75-78. |
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| 作者姓名： | 王俊鑫 徐彬 |
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| 作者单位： | 1. 昆明理工大学建筑工程学院,云南昆明,650224
2. 云南广播电视大学,云南,昆明,650223 |
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| 摘 要： | 借助相关曲线模型,以榫头为原形建立过渡梁单元,并以云南省传统村镇民居木结构房屋为例,计算在水平荷载作用下的内力和侧移,得出半刚性对木结构计算的重大影响。
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| 关 键 词： | 木结构建筑 榫卯连接 M-θ相关曲线模型 半刚性 |
| 文章编号： | 1009-4814(2007)04-0075-04 |
| 修稿时间： | 2007年10月20 |
Calculation of the Internal Force and Side Move of Timber-structured Framework under the Effect of Horizontal Load |
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| WANG Jun-xin,XU Bin.Calculation of the Internal Force and Side Move of Timber-structured Framework under the Effect of Horizontal Load[J].Journal of Yunnan Rty University,2007,9(4):75-78. |
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| Authors: | WANG Jun-xin XU Bin |
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| Abstract: | A transitional beam unit based on the tenon is made by means of relevant curve model.Taking traditional village and township wood-structured houses in Yunnan province as an example,the calculation of internal force and side move under the effect of horizontal load shows that semi-rigidity has a great effect on the timber-structured calculation. |
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| Keywords: | timber-structured building tenon-mortise connection relevant curve model semi-rigidity |
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