Estimation Theory on Cable’s Diameter in Pre-Stressed Mega Brace and Steel Frame Structure

Sheng Gu; Bai Jian Tang; Jian Hua Shao

doi:10.4028/www.scientific.net/AMM.94-96.310

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96Estimation Theory on Cable’s Diameter in...

Estimation Theory on Cable’s Diameter in Pre-Stressed Mega Brace and Steel Frame Structure

Abstract:

According to the superposition principle of building structure, the lateral deformation mode of pre-stressed mega bracing-steel frame structure was analyzed, then the relation between the structural maximum inter-story drift and cross section area of cable was further established. Based on the area of cable derived by the design target value of inter-story drift, the qualitative estimation theory on cross section area of the cable is finally determined.

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Periodical:

Applied Mechanics and Materials (Volumes 94-96)

Pages:

310-315

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.94-96.310

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Online since:

September 2011

Authors:

Sheng Gu, Bai Jian Tang, Jian Hua Shao

Keywords:

Cable Diameter, Initial Pre-Tension, Mega Brace, Pre-Stressed Steel Structure

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References

[1] S.L. Chan G.P. Shu, Z.T. Lv: Engineering Structures,Vol.24(2002),p.115

Google Scholar

[2] W.J. Kang Z.H. Chen，H. F. Lam C.R. Zuo: Engineering Structures，Vol. 25(13) (2003)，p.1685

Google Scholar

[3] X.F. Yuan, L.M. Chen, S.L Dong: International Journal of Solids and Structures, Vol. 44(2007),p.2773

Google Scholar

[4] Z.H. Wang, X.F. Yuan, S.L. Dong: Journal of Constructional Steel Research, Vol.66(2010),p.317

Google Scholar

[5] Q.S. Cao, Z.H. Zhang: Engineering Structures, Vol.32(2010),p.306

Google Scholar

[6] J.C. Ren, Q.L. Zhang, L.P. Tong:Industrial Construction, Vol. 38(5)(2008),p.100 (in Chinese)

Google Scholar

[7] W.C. Xue, S. Liu:Journal of Constructional Steel Research, Vol. 65(2009),p.70

Google Scholar

[8] B.J. Tang, Z.J. Wang:Engineering Mechanics, Vol. 26(5)(2009),p.130 (in Chinese)

Google Scholar

[9] B.J. Tang, S. Gu:Journal of Shenyang Jianzhu University, Vol. 26(3)(2010),p.480 (in Chinese)

Google Scholar

[10] S. Gu, B.J. Tang:Industrial Construction, Vol. 41(1)(2011), p.120 (in Chinese)

Google Scholar