Research Progress on Wind-Resistant and Seismic Performance of Glass Curtain Wall Supported by Plane Cable Net

Abstract:

Glass curtain wall supported by plane cable net (PCNCW) is very popular in civil engineering for its advantages of beautiful appearance and good permeability etc. Because plane cable net (PCN) has the obvious geometrical nonlinear character and its dynamic response is affected by the main structure it attached to, it has to be considered particularly in wind-resistant and seismic design. In recent years, many research results have been achieved on wind-resistant and seismic performance of PCNCW, including the study on how to calculate the equivalent static wind and seismic load, how the factors influence the wind-resistant force behavior, discussion on seismic fortification criterion, and how it is influenced by the main structure under wind and seismic load. These results are overviewed and the problems needed to be further studied in the future is prospected.

• Periodical: Applied Mechanics and Materials (Volumes 578-579)
• Pages: 790-794
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.578-579.790
• Online since: July 2014
• Authors: Ming Li*, Yuan Qing Wang, Wei Tao, Bin Wang, Qing Xian Yu, Li Li Wu, Ren Liang Shan
• Keywords: Curtain Wall, Plane Cable Net, Seismic, Wind-Resistant

References

[1] L. L. Wu, Y. Q. Wang and Y. J. Shi: Journal of vibration and shock Vol. 26(2007), pp.30-34.

[2] R. Q. Feng, Y. Wu and S. Z. shen. Proceedings of the 13th National Wind Engineering in China(Volume Three) (2007).

[3] Y. Wu, R. Q. Feng, S. Z. Shen: Chinese Journal of Computational Mechanics Vol. 24 (2007), pp.633-637.

[4] N. Deng: Wind-resistant research of single-layer cable net glass curtain wall. (Dissertation, College of civil engineer of Chongqing University, Chongqing, China 2008).

[5] L. L. Wu, Y. Q. Wang, Y. J. Shi: Engineering mechanics Vol. 25 (2008), pp.102-109.

[6] L. L. Wu, Y. Q. Wang, Y. J. Shi: Engineering mechanics Vol. 24 Sup. 1 (2007), pp.98-102.

[7] R. Q. Feng, Q. X Li, Y, Wu and S. Z. Shen: China civil engineering journal Vol. 42 (2009), pp.39-44.

[8] T. H. Hong: Dynamic performance study on point-supporting glass curtain wall under wind load (Dissertation, Dalian university of technology 2007).

[9] T. H. Hong, H. N. Li: Journal of disaster prevention and mitigation engineering Vol. 28 (2008), pp.156-163.

[10] Y. H. Wang: Single-plane cable-supported glass curtain wall structure performance analysis (Dissertation, Kunming University of science ﹠ technology 2009).

[11] L. L. Wu, Y. Q. Wang, Y. J. Shi: Journal of vibration and shock Vol. 27 (2008), pp.97-102.

[12] R. Q. Feng, J. H. Ye, Y, Wu and S. Z. Shen: China civil engineering journal Vol. 43 (2010), pp.67-73.

[13] Y. Li, Y. J. Shi, Y. Q. Wang, Y. Luo and Y. Xu: Earthquake resistant engineering and retrofitting Vol. 31 (2009) , pp.112-117.

[14] R. Q. Feng, Y. Wu and S. Z. Shen: China civil engineering journal Vol. 45 (2012), pp.30-41.

[15] Y. Li: Study on seismic properties and a-seismic analysis method of single-layer cable net (Dissertation, Tsinghua University 2009).

[16] Y. J. Shi, Y. Li and Y. Q. Wang: Building structure Vol. 40 (2010), pp.10-14.

[17] Y. Li, Y. J. Shi, Y. Q. Wang: Building science Vol. 25 (2009), pp.5-10.

[18] Y. J. Zhang, Q. Zou, X. P. Li: Low temperature architecture technology Vol. 10 (2012), pp.50-52.