點接式玻璃幕墻抗風壓性能

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點接式玻璃幕墻抗風壓性能

劉忠偉, 孫加林, 洪彥若

文章導航 > 工程科學學報 > 1999 > 21(5): 472-475

劉忠偉, 孫加林, 洪彥若. 點接式玻璃幕墻抗風壓性能[J]. 工程科學學報, 1999, 21(5): 472-475. doi: 10.13374/j.issn1001-053x.1999.05.043

引用本文:

劉忠偉, 孫加林, 洪彥若. 點接式玻璃幕墻抗風壓性能[J]. 工程科學學報, 1999, 21(5): 472-475. doi: 10.13374/j.issn1001-053x.1999.05.043

Liu Zhongwei, Sun Jialin, Hong Yanruo. Properties of Resistance to Wind Load of Bolted Glass Curtain Wall[J]. Chinese Journal of Engineering, 1999, 21(5): 472-475. doi: 10.13374/j.issn1001-053x.1999.05.043

Citation:

Liu Zhongwei, Sun Jialin, Hong Yanruo. Properties of Resistance to Wind Load of Bolted Glass Curtain Wall[J]. Chinese Journal of Engineering, 1999, 21(5): 472-475. doi: 10.13374/j.issn1001-053x.1999.05.043

劉忠偉, 孫加林, 洪彥若. 點接式玻璃幕墻抗風壓性能[J]. 工程科學學報, 1999, 21(5): 472-475. doi: 10.13374/j.issn1001-053x.1999.05.043

引用本文:

劉忠偉, 孫加林, 洪彥若. 點接式玻璃幕墻抗風壓性能[J]. 工程科學學報, 1999, 21(5): 472-475. doi: 10.13374/j.issn1001-053x.1999.05.043

Liu Zhongwei, Sun Jialin, Hong Yanruo. Properties of Resistance to Wind Load of Bolted Glass Curtain Wall[J]. Chinese Journal of Engineering, 1999, 21(5): 472-475. doi: 10.13374/j.issn1001-053x.1999.05.043

Citation:

Liu Zhongwei, Sun Jialin, Hong Yanruo. Properties of Resistance to Wind Load of Bolted Glass Curtain Wall[J]. Chinese Journal of Engineering, 1999, 21(5): 472-475. doi: 10.13374/j.issn1001-053x.1999.05.043

點接式玻璃幕墻抗風壓性能

doi: 10.13374/j.issn1001-053x.1999.05.043

北京科技大學固體電解質冶金測試技術國家專業實驗室, 北京 100083

作者簡介:
劉忠偉男,34歲,高工,博士生

中圖分類號: TU312.1
計量
- 文章訪問數: 234
- HTML全文瀏覽量: 67
- PDF下載量: 6
- 被引次數: 0
出版歷程
- 收稿日期: 1999-01-21
- 網絡出版日期: 2021-08-27

Properties of Resistance to Wind Load of Bolted Glass Curtain Wall

State Laboratory on Solid Electrolytes and Metallurgical Testing Techniques, UST Beijing, Beijing 100083, China

摘要: 采用有限元方法計算了點接式玻璃幕墻在風荷載作用下的應力場,并討論了其特性,得到了玻璃板的最大撓度計算公式.計算結果與實驗結果一致.
- 點接式玻璃幕墻 /
- 風荷載 /
- 撓度 /
- 有限元
Abstract: The stress fields of bolted glass curtain wall under the action of wind load were studied by means of finite element method and the features of the stress fields were discussed. Calculation formula of the maximum deflection of bolted glass was obtained. The results of calculation by the formula were in correspondence with the experimental data.
- bolted glass curtain wall /
- action of wind load /
- deflection formula /
- finite element method

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文章訪問數: 234
HTML全文瀏覽量: 67
PDF下載量: 6
被引次數: 0

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