Resistance partial factor and reliability of cast ball-and-socket support joint

Qinghua Han , Yan Lu , Mingchang Jin

Transactions of Tianjin University ›› 2011, Vol. 17 ›› Issue (6) : 391 -396.

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Transactions of Tianjin University ›› 2011, Vol. 17 ›› Issue (6) : 391 -396. DOI: 10.1007/s12209-011-1617-1
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Resistance partial factor and reliability of cast ball-and-socket support joint

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Abstract

Considering the uncertainty of material performance, geometric characteristic and analysis method, the analysis of statistical parameters of the resistance of cast ball-and-socket support joints and the reliability analysis are carried out by JC method (improved first-order second-moment method) based on the relevant experimental data. Results show that the resistance partial factor of the joint increases with the increase of the reliability index. The resistance partial factors are suggested corresponding to the reliability index under different load combinations. Moreover, the suggested resistance partial factor is adopted in reliability design, and it is found that the reliability index of the joint is larger than the target reliability index. The optimal load combination is the one in which live load plays an important control role. Finally, based on the suggested resistance partial factors, the reliability analysis of cast ball-andsocket support joints of a project is conducted.

Keywords

cast ball-and-socket support / reliability analysis / resistance partial factor / reliability index / JC method

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Qinghua Han, Yan Lu, Mingchang Jin. Resistance partial factor and reliability of cast ball-and-socket support joint. Transactions of Tianjin University, 2011, 17(6): 391-396 DOI:10.1007/s12209-011-1617-1

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References

[1]

Han Q., Zeng Q., Jin H., et al. Numerical analysis of the special joints in the roof structure of Laoshan Cycling Gymnasium for Beijing Olympic Games[J]. Journal of Building Structures, 2006, 27(6): 101-107.

[2]

Zhao X., Wang G., Chen Y., et al. Experimental study on the structural behavior of cast-steel joint of Laoshan Velodrome for Beijing Olympics[J]. Journal of Building Structures, 2008, 29(1): 10-15.

[3]

Wang G., Hu X., Sun P., et al. Experimental study on the structural behavior of a large hinged cast steel joint[J]. Building Structure, 2006, 36(4): 54-58.

[4]

Zhao Guofan. A practical FOSM method for structural reliability analysis[C]. In: Proceedings of the 4th International Conference on Structural Safety and Reliability. Japan, 1985.

[5]

Zhang Xinpei. Reliability Analysis and Design of Building Structure[M]. 2001, Beijing: Science Press.

[6]

Yang W., Zhao Chuanzhi. The Theory of Civil Structural Reliability [M]. 1999, Beijing: China Communications Press.

[7]

Li X., Wei C., Ding Z., et al. Design Handbook of Joints of Steel Structure[M]. 2005, 2nd Edition, Beijing: China Architecture & Building Press.

[8]

Ministry of Construction of People’s Republic of China. GB50068-2001 Unified Standard for Reliability Design of Building Structures[S]. 2001, Beijing: China Planning Press.

[9]

Li G., Huang H., Zheng Buquan. Design Principle of Engineering Load and Reliability[M]. 2001, Beijing: China Architecture & Building Press.

[10]

Shen Z., Li Y., Wang L., et al. Reliability analysis of 550 MPa high-strength cold-formed thin-walled steel structures[J]. Journal of Building Structures, 2006, 27(3): 26-33.

[11]

Soares R. C., Mohamed A., Venturini W. S., et al. Reliability analysis of nonlinear reinforced concrete frame using the response surface method[J]. Reliability Engineering and System Safety, 2002, 75, 1-16.

[12]

China Association for Engineering Construction Standardization. CECS235 -2008 Technical Specification for Application of Connections of Structural Steel Casting[S]. 2008, Beijing: China Planning Press.

[13]

Ministry of Construction of People’s Republic of China. GB50017-2003 Chinese Code for Design of Steel Structures[ S]. 2003, Beijing: China Planning Press.

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