| 轻质填充墙异型柱框架结构层刚度及其衰减过程的研究 |
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| 引用本文： | 曹万林,王光远,吴建有,魏文湘.轻质填充墙异型柱框架结构层刚度及其衰减过程的研究[J].建筑结构学报,1995,16(5):0. |
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| 作者姓名： | 曹万林 王光远 吴建有 魏文湘 |
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| 作者单位： | 河北工业大学，哈尔滨建筑大学 |
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| 基金项目： | 河北省自然科学基金,河北省教委科研基金 |
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| 摘 要： | 本文通过３个轻质填充墙异型柱框架模型在反复水平荷载作用下的试验研究［１］～［３］，分析了结构弹塑性特征、层刚度及其衰减过程，给出了弹性阶段层刚度的计算公式，计算结果与实测值符合较好。
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| 收稿时间： | 1995-10-05 |
| 修稿时间： | 1995-10-05 |
Study on the Story Stiffness and Its Degeneration of Frame with Light Weight Infilling and Special Shape Columns |
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| Cao Wanlin Wang Guangyuan Wu Jianyou,Wei WenXiang.Study on the Story Stiffness and Its Degeneration of Frame with Light Weight Infilling and Special Shape Columns[J].Journal of Building Structures,1995,16(5):0. |
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| Authors: | Cao Wanlin Wang Guangyuan Wu Jianyou Wei WenXiang |
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| Affiliation: | Cao Wanlin (Hebei University of Technology)Wang Guangyuan (Harbin University of Architecture and Civil Engineering)Wu Jianyou,Wei WenXiang (Hebei University of Technology) |
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| Abstract: | In this paper, according to the experimental study on 3 models of frames with light weight infilling and special shape columns under horizontal cyclic loading,the characteristics of structural elastoplasticity, the story stiffness and its degeneration have been analyzed.The formula for calculating story stiffness in elastic range is presented.The results are quite close to the experimental ones. |
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