ANALYSIS OF DEFORMATION PROPERTIES OF POINT SUPPORTING MID-HOLLOW GLASS

Shi Yongjiu; Ma Ying; Wang Yuanqing

doi:10.13204/j.gyjz200502005

Volume 35 Issue 2

Dec. 2014

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Shi Yongjiu, Ma Ying, Wang Yuanqing. ANALYSIS OF DEFORMATION PROPERTIES OF POINT SUPPORTING MID-HOLLOW GLASS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 20-22,15. doi: 10.13204/j.gyjz200502005

Citation:

Shi Yongjiu, Ma Ying, Wang Yuanqing. ANALYSIS OF DEFORMATION PROPERTIES OF POINT SUPPORTING MID-HOLLOW GLASS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 20-22,15. doi: 10.13204/j.gyjz200502005

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ANALYSIS OF DEFORMATION PROPERTIES OF POINT SUPPORTING MID-HOLLOW GLASS

doi: 10.13204/j.gyjz200502005

1.
1. Institute of Glass and Metal Structure for Architecture Tsinghua University Beijing 100084;
2.
2. Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University Beijing 100084

Received Date: 2004-10-20
Publish Date: 2005-02-20

Abstract

Abstract

This paper analyzes and introduces the point supported mid-hollow glass's loading property concisely, and provides the general finite element modeling process. The finite element calculations agree well with the experimental results. The gas layercs thicknesses, outer and inner panelsc thickness, distance from the supported point to the edge have been taken into account to analyze the deformation property of the mid- hollow glass. Some advices are also made for designs and calculations.
- point supporting mid- hollow glass,
- finite element,
- deformation properties,
- distance from the supported point to the edge

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References(9)

References

[2] 马赢,石永久,王元清,等.四点支承双层中空玻璃承载能力的试验研究.建筑结构,2004(12)

王元清,石永久,李少甫,等.点支式玻璃建筑结构体系及其应用技术研究.土木工程学报,2001,34(4):1～8

[3] JGJ 102-2003 玻璃幕墙工程技术规范

[4] 洛强斯基л.г.液体与气体力学林鸿荪,张炳煊,译.北京:人民教育出版社,1958

[5] 马赢,石永久,王元清.点支承玻璃结构中空及夹层玻璃的设计方法研究.新型建筑材料,2004(4):60～63

[6] ANSYS Inc Theory.US:SAS IP,Inc.,1994

[7] 殷永炜,张其林,黄庆文.点支式中空和夹层玻璃承载性能的试验研究建筑结构学报,2004,25(1):93～98

[8] 杨威,王元清,石永久,等.点式支承玻璃板变形性能的分析研究工业建筑,2001,31(4):26～28

[9] 王元清,杨威,梁宇钒,等点式玻璃建筑中四点支承玻璃板的受弯分析工程力学,2002,19(6):63～66

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