To Confirm Structural Coefficient for Design of Penstocks in Hydropower Stations by Partial Factors-Based Method

Zi Hou Yuan; Wei Sun; Yi Chen Yuan

doi:10.4028/www.scientific.net/AMM.641-642.345

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 641-642To Confirm Structural Coefficient for Design of...

To Confirm Structural Coefficient for Design of Penstocks in Hydropower Stations by Partial Factors-Based Method

Abstract:

When confirming the partial factors in design formulas by the probability-based limit states design method (PLSDM), the structural coefficient can determined by two methods. On one hand, the structural coefficient is determined by the engineering experience calibration method, which is calculated by decomposition of the safety coefficient in the former specifications SD144-85. On the other hand, it can be determined by the probability analysis method and optimization calculation based on the target reliability index resulted from reliability calibration analysis. The appropriate value is finally determined by synthesizing results of the two methods.

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Periodical:

Applied Mechanics and Materials (Volumes 641-642)

Pages:

345-348

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.641-642.345

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Online since:

September 2014

Authors:

Zi Hou Yuan, Wei Sun*, Yi Chen Yuan

Keywords:

Engineering Experience Calibration Method, PLSDM, Structural Coefficient

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References

[1] Zhao Guo-fan, Jin Wei-liang, Gong Jin-xin. The Theory of Structure Reliability. Beijing: China Architecture & Building Press, 2000(in Chinese).

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[2] Yu An-Dong, Ye Yun-Xiu. Safety and Reliability of Building Structures [M]. Shanghai: Shanghai Scientific and Technological Literature Publishing, 1986 (in Chinese).

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[3] Yuan Zi-hou. Analysis on Exposed Penstock Degree of Reliability and Research on the Design Separate Coefficient. Master paper. Wuhan: Wuhan University, 2002(in Chinese).

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