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Comprehensive Evaluation of Construction System on Steel Structure Housing

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Abstract:

Based on the reasonable selection and use of frame system and frame- supporting system in steel structure housing in multi-story or high-rise steel structure housing, frame system and frame- supporting system are being made mode analysis, calculated and contrastive analyzed by means of the three dimensional analysis software (ETABS) in this paper. Some quantitative evaluation standards are obtained for two steel structure systems and it provides some references for practical engineering.

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Advanced Engineering Materials View Preview

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Periodical:

Advanced Materials Research (Volumes 194-196)

Pages:

1973-1976

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.194-196.1973

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Online since:

February 2011

Authors:

Xiao Hong Xu

Keywords:

Comprehensive Analysis, Frame- Supporting System, Frame System, Quantitative Evaluation, Steel Structure Housing

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] GONG Xiao-yun, YAN hong. Industrial Construction, Vol. 8(2001), pp.17-19 (In Chinese).

Google Scholar

[2] WANG Ming-gui, ZHANG Li-ruo. Steel Structure, Vol. 6(2001), pp.22-24.

Google Scholar

[3] ZHANG Yue-feng. Structure Engineer, 2000, pp.450-456 (In Chinese).

Google Scholar

[4] ZHENG Ting-yin, MA Meng-han. Journal of Nanjing University of Technology, (Natural Science Edition) Edition , Vol. 25(2003), pp.98-103 (In Chinese).

Google Scholar

[5] ZHANG Hao , LI Guo-qiang. Sichuan Building Science, 1999, 2 : 34-41 (In Chinese).

Google Scholar

[6] PENG Xiao-tong , LIN Chen, MAN, Jie. Sichuan Building Science, 2005, pp.18-21 (In Chinese).

Google Scholar

[7] Alexander Newman. Metal Building Systems[M]. America: McGraw Hill Inc, 1997, pp.143-156.

Google Scholar

[8] Nils Larsson. Chinese Blue Building or Symposium International Symposium of Building Sustainable Development, 2001, pp.28-45.

Google Scholar

[9] TAO Hong-lin, QI Bao, KANG Xiao-mei. Construction Technology, 2009, pp.450-456 (In Chinese).

Google Scholar

[10] LIANG Yin-hu. Industrial Construction , 2007，s1: 676-678.

Google Scholar

[11] ZJANG Yan-qin, ZHANG Hai-bin. The Fifth National Member Represents Congress The China Steel Construction society symposium, (2007).

Google Scholar

[12] ZHENG Ting-yin. Journal of Nanjing University of Technology(Natural Science Edition). 2002, pp.1671-7643.

Google Scholar

[13] ZHANG Yuan-kun, LI Sheng-yong. Guangdong Architecture Civil Engineering , 2004, 5: 23-28 (In Chinese).

Google Scholar

[14] LI Guo-qiang. Multi-layer and the tall steel structure design[M]. China Building Industry Press. 2004, pp.11-21 (In Chinese).

Google Scholar