Research on Load Analysis and Calculation Method of the Unit Glass Curtain Wall

Author:

Gao Yong Tao,Hu Xiao1

Affiliation:

1. Chengdu University of Technology

Abstract

Due to the applicable installation height, small mass, flexible characteristic, large span, so the unit glass curtain wall (UGCW) could be differ from the glass curtain wall of frame members. Based on the characteristic of UGCW, analysis the load of UGCW and building the formula of static wind load, Earthquake Action, Temperature Function etc. The formula to calculate the load of the unit glass curtain wall (UGCW) is given on the base of analyzing the acting load and the mechanism of force transfer of the UGCW in service condition. Hope to provide some reference for similar designs.

Publisher

Trans Tech Publications, Ltd.

Reference4 articles.

1. JGJ 102-2003. 2003. Technical Code for Glass Curtain Wall Engineering. The Constructs Industry Publisher of China, Peking.

2. Lu Desong. 2003. Nonlinear wind-resistant reliability analysis of glass curtain wall. Guangxi Sciences, 10 (3): 208 ~211.

3. C V Girija Vallabhan. 1994. Parametric study of ax symmetric circular-glass plates. The Journal of Structural Engineering, 120(5): 1663 ~1671.

4. Tong LiPing, Ning YongSheng. 1999. Study on Damage Load of Glass Curtain Structures in High-Rise Buildings. Journal of ZhengZhou University. 31(4): 28~31.

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