Abstract
The overall safety of structures and of course the bridges, one of the most interested fields in engineering practice. The full-probabilistic approach works directly with the probabilistic functions. Applying the Monte-Carlo simulation tool it can be calculated a more realistic safety level of the structures and bridges than it is prescribed in standards. In our paper it is determined the full-probabilistic relationships between dead loads, short– and long–lasting loads giving the 2D functions of the applied load combinations.
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References
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© 2014 Springer Fachmedien Wiesbaden
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Fülöp, A., Iványi, M. (2014). Determination of the Safety Factor of Bridges Applying Full-Probabilistic Approach. In: Petzek, E., Bancila, R. (eds) The Eight International Conference "Bridges in Danube Basin". Springer Vieweg, Wiesbaden. https://doi.org/10.1007/978-3-658-03714-7_28
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DOI: https://doi.org/10.1007/978-3-658-03714-7_28
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Online ISBN: 978-3-658-03714-7
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