Probabilistic optimal safety with minimum life-cycle cost based on stochastic finite element analysis of steel cable-stayed bridges

Author:

Han Sung-Ho,Lee Woo-Sang,Bang Myung-Seok

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference40 articles.

1. Achintya, H. and Sankaran, M. (2000). Reliability Assessment Using Stochastic Finite Element Analysis. Wiley, New York.

2. Alavi B. and Krawinker, H. (2001). Structural design implications of near-field ground motion-Effects of nearfield ground motion on building structures. Research Report, CUREe/Kajima Joint Research Program Phase III.

3. Ang, A. H-S., Pires, J., and Lee, J. C. (1996). Reliability-Based Optimal Aseismic Design of Reinforced Concrete Building, Year 2. Final Technical Report of Research Project supported by CUREe/Kajima, Contract No. 19032.

4. Ang, A. H-S. and Tang, W. H. (2007). Probability Concepts in Engineering, 2Ed. Wiley, New York.

5. Bang, M. S., Han, S. H., Lee, W. S., and Lee, C. O. (2010). “Probabilistic structural safety assessment considering the initial shape and non-linearity of steel cable-stayed bridges.” Journal of the KOSOS, 25(3), pp. 91–99.

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