SIMPLIFIED DESIGN METHODS OF METAL CONNECTORS IN POINT-SUPPOR TED GLASS BUILDINGS

Shi Yongjiu; Cheng Ming; Zou Yu; Wang Yuanqing

doi:10.13204/j.gyjz200502004

Volume 35 Issue 2

Dec. 2014

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Shi Yongjiu, Cheng Ming, Zou Yu, Wang Yuanqing. SIMPLIFIED DESIGN METHODS OF METAL CONNECTORS IN POINT-SUPPOR TED GLASS BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 16-19,35. doi: 10.13204/j.gyjz200502004

Citation:

Shi Yongjiu, Cheng Ming, Zou Yu, Wang Yuanqing. SIMPLIFIED DESIGN METHODS OF METAL CONNECTORS IN POINT-SUPPOR TED GLASS BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 16-19,35. doi: 10.13204/j.gyjz200502004

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SIMPLIFIED DESIGN METHODS OF METAL CONNECTORS IN POINT-SUPPOR TED GLASS BUILDINGS

doi: 10.13204/j.gyjz200502004

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

Point-supported glass buildings have gained increasingly wide use in China in recent years.Howerver,design formula for carrying capacities of metal connectors have not been forwarded.Besides,experimental and FEA research also indicate that connectors have great safety margins relative to glass boards so that optimization can be made.In this paper,Simplified design methods of connectors under main stress status are given based on theoretical,experimental and FEA analysis.Optimization methods are also given.
- poin-t supported glass buildings,
- metal connectors,
- fastener,
- bearing piece,
- simplified design methods