STUDY ON OVERLAP-CONNECTED GLASS CURTAIN WALL AND BEARING CAPACITY OF ITS GLASS PANEL

Shi Yongjiu; Deng Xiaowei; Wang Yuanqing

doi:10.13204/j.gyjz200502003

Volume 35 Issue 2

Dec. 2014

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Shi Yongjiu, Deng Xiaowei, Wang Yuanqing. STUDY ON OVERLAP-CONNECTED GLASS CURTAIN WALL AND BEARING CAPACITY OF ITS GLASS PANEL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 11-15. doi: 10.13204/j.gyjz200502003

Citation:

Shi Yongjiu, Deng Xiaowei, Wang Yuanqing. STUDY ON OVERLAP-CONNECTED GLASS CURTAIN WALL AND BEARING CAPACITY OF ITS GLASS PANEL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 11-15. doi: 10.13204/j.gyjz200502003

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STUDY ON OVERLAP-CONNECTED GLASS CURTAIN WALL AND BEARING CAPACITY OF ITS GLASS PANEL

doi: 10.13204/j.gyjz200502003

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

Despite the extensive use of overlap-connected glass curtain wall in recent years,its theoretical research lags behind the engineering application.This paper analyses the capacity of glass curtain wall through the study on configuration of ordinary glass curtain wall joints and suggests several corresponding practical cases.Finally,the capacity performances of various glass panels are compared by virtue of FEA program ANSYS;meanwhile urgent theoretical questions are also proposed.
- glass curtain wall,
- overlap-connected joint,
- FEA method