| 玻璃幕墙驳接件结构力学性能及试验分析 |
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| 引用本文： | 陈华,袁晓波,杨根仓,徐建辉.玻璃幕墙驳接件结构力学性能及试验分析[J].钢结构,2004,19(4):17-19. |
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| 作者姓名： | 陈华 袁晓波 杨根仓 徐建辉 |
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| 作者单位： | 兰州理工大学,甘肃省有色金属新材料国家重点实验室,兰州,730050;西北工业大学,凝固技术国家重点实验室,西安,710072;南昌航空工业学院,南昌,330034 |
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| 摘 要： | 根据工程实际 ,对连接玻璃幕墙的不锈钢星形爪驳接件在不同受力情况下的变形做了详细的理论计算和试验。结果表明 ,铸造材料的弹性模量小于变形材料的弹性模量 ,可为设计人员提供理论参考
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| 关 键 词： | 不锈钢 玻璃幕墙 驳接件 力学性能 试验分析 |
| 修稿时间： | 2004年2月19日 |
STRUCTURAL PROPERTIES AND TEST ANALYSIS OF GLASS CURTAIN WALL SPIDERS |
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| Chen Hua,Yuan Xiaobo.STRUCTURAL PROPERTIES AND TEST ANALYSIS OF GLASS CURTAIN WALL SPIDERS[J].Steel Construction,2004,19(4):17-19. |
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| Authors: | Chen Hua Yuan Xiaobo |
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| Abstract: | According to the structural properties of engineering practice, the stainless steel bracket spiders used in glass curtain wall were calculated and examined under different loads. The theoretical data and the experimental data were compared. The results show that the elastic modulus of casting material is smaller than that of forging material. A theoretical reference for the designers of glass curtain wall is presented. |
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| Keywords: | stainless steel glass curtain wall spiders structural properties test analysis |
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