Reliability assessment of circular steel arches with elastic restraints using hybrid ANN-MCS technique

Author:

Nguyen Sy-Minh,Nguyen Duy-DuanORCID,Tran Ngoc-Long,Phan Xuan-Thuc,Hieu-Nguyen Xuan,Nguyen Trong-HaORCID

Publisher

Springer Science and Business Media LLC

Reference23 articles.

1. Bartlett, F. M., Dexter, R. J., Graeser, M. D., Jelinek, J. J., Schmidt, B. J., & Galambos, T. V. (2003). Updating standard shape material properties database for design and reliability. Engineering Journal-American Institute of Steel Construction, 40(1), 2–14.

2. Cardoso, J. B., de Almeida, J. R., Dias, J. M., & Coelho, P. G. (2008). Structural reliability analysis using Monte Carlo simulation and neural networks. Advances in Engineering Software, 39(6), 505–513.

3. Ellingwood, B., MacGregor, J. G., Galambos, T. V., & Cornell, C. A. (1982). Probability based load criteria: Load factors and load combinations. Journal of the Structural Division, 108(5), 978–997.

4. Gjelsvik, A., & Bodner, S. (1962). The energy criterion and snap buckling of arches. Journal of the Engineering Mechanics Division, 88(5), 87–134.

5. Ha, T. (2019). Reliability assessment of frame steel considering semi-rigid connections. Journal of Materials and Engineering Structures, 6(1), 119–126.

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