| 全玻幕墙玻璃肋稳定问题浅析 |
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| 引用本文： | 龚沁华.全玻幕墙玻璃肋稳定问题浅析[J].钢结构,2012(Z1):165-168. |
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| 作者姓名： | 龚沁华 |
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| 作者单位： | AUBE(欧博设计)——法国欧博建筑与城市规划设计公司;深圳市欧博工程设计顾问有限公司 |
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| 摘 要： | 全玻幕墙是种普遍采用的玻璃幕墙形式,规范要求对于较高的玻璃肋进行稳定验算,但没有给出相应计算方法。本文通过理论分析、有限元分析及和澳大利亚规范对比,探讨了全玻幕墙玻璃肋的有关稳定性计算方法。通过对比,有限元分析结果和澳大利亚规范计算结果相近。
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| 关 键 词： | 全玻幕墙玻璃肋 侧向整体稳定性 |
STABILITY ANALYSIS OF FULL GLASS CURTAIN WALL RIBS |
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| Gong Qinhua.STABILITY ANALYSIS OF FULL GLASS CURTAIN WALL RIBS[J].Steel Construction,2012(Z1):165-168. |
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| Authors: | Gong Qinhua |
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| Affiliation: | Gong Qinhua(Shenzhen Aube Architectural Engineering Design Company Ltd,Shenzhen 518053) |
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| Abstract: | Full Glass Curtain Wall is a commonly adopted curtain wall form.As required by Chinese Code,relatively tall glass ribs need to check its stability.However,the calculation method is not given.Utilizing theoretical analysis,finite element analysis and comparison with Australian Code,the paper explores the stability calculation method of the full glass curtain wall ribs.The result of the finite element analysis and that of the Australian Code is similar. |
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| Keywords: | Full Glass Curtain Wall Ribs Lateral Overall Stability |
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