Skip to main content
Log in

Influence of damages on static behavior of single-layer cable net supported glass curtain wall: full-scale model test

  • Research Article
  • Published:
Frontiers of Architecture and Civil Engineering in China Aims and scope Submit manuscript

Abstract

The single-layer cable net supported glass curtain wall has been applied in many building structures all over the world. In service, it will inevitably be subject to various damages. To study the influence of such damages on the static behavior of the single-layer cable net supported glass curtain wall, a full-scale model with the outside outline size of 4.85 m × 4.85 m and 4 × 4 grids is designed and tested. Two kinds of damages that are the cable prestress loss and cable anchorage end failure are led into the structure model during the test, and their influence has been investigated. The stiffness contribution of glass panels to the single-layer cable net supported glass curtain wall structure with or without damages and its change have been tested and analyzed. The results show that the maximum change rate of nodal deflection is 13.78% for the damage of cable prestress loss, while the change rate of nodal deflection is between 7% and 22% for the damage of cable anchorage end failure. The influence degree of the damages depends on the ratio of the structure initial stress stiffness change caused by damages to the total stiffness of the structure. The stiffness contribution of glass panels increases with the load increase. Under the same loading condition, the stiffness contribution of glass panels to the damaged structure is greater than that to the intact structure. The stiffness contribution of glass panels reduces the effect of the damages on the structural displacement and the cable tension force, but the glass panel could break if its stiffness contribution is too large.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

References

  1. Kwan A S K. A simple technique for calculating natural frequencies of geometrically nonlinear prestressed cable structures. Computers & Structures, 2000, 74(1): 41–50

    Article  Google Scholar 

  2. Schlaich J, Schober H, Moschner T. Prestressed cable net facades. Structural Engineering International, 2005, 15(1): 36–39

    Article  Google Scholar 

  3. Wang Y Q, Wu L L, Shi Y J, Sun F, Luo K Y, Xu Y. FEM analysis and experimental study on monolayer cable net for glass facades: static performance. Advances in Structural Engineering, 2007, 10(4): 371–382

    Article  Google Scholar 

  4. Shi Y J, Wu L L, Wang Y Q, Luo K Y, Xu Y. FEM analysis and experimental study on monolayer cable net for glass facades: dynamic properties. Advances in Structural Engineering, 2007, 10(4): 383–395

    Article  Google Scholar 

  5. Feng R Q, Wu Y, Shen S Z. Working mechanism of single-layer cable net supported glass curtain walls. Advances in Structural Engineering, 2007, 10(2): 183–195

    Article  Google Scholar 

  6. Carré H, Daudeville L. Load bearing capacity of tempered structural glass. Journal of Engineering Mechanics, 1999, 125(8): 914–921

    Article  Google Scholar 

  7. Shi Y J, Cheng M, Wang Y Q, Zou Y. Simplified design methods of metal connectors in point-supported glass buildings. Industrial Construction, 2005, 35(2): 16–19 (in Chinese)

    Google Scholar 

  8. Vyzantiadou M A, Avdelas A V. Point fixed glazing systems: technological and morphological aspects. Journal of Constructional Steel Research, 2004, 60(8): 1227–1240

    Article  Google Scholar 

  9. JGJ 102-2003. Technical Code for Glass Curtain Wall Engineering. Beijing: China Architecture & Building Press, 2003 (in Chinese)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Gang Shi.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Shi, G., Zuo, Y., Shi, X. et al. Influence of damages on static behavior of single-layer cable net supported glass curtain wall: full-scale model test. Front. Archit. Civ. Eng. China 4, 383–395 (2010). https://doi.org/10.1007/s11709-010-0074-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11709-010-0074-6

Keywords

Navigation