The Dynamic Amplification Factor of the Bridges in Latvia
Author:
Publisher
Elsevier BV
Subject
Applied Mathematics
Reference14 articles.
1. Brady, S.P., O’Brien, J.O., Znidaric, A., 2006. Effect of vehicle velocity on the dynamic amplification of a vehicle crossing a simply supported bridge, Journal of Bridge Engineering 11(2), pp. 241-249. doi:10.1061/(ASCE)1084-0702(2006)11:2(241).
2. Gonzalez, A., Znidaric, A., Casas J. R., Enright, B., O’Brien, E., Lavric, I., Kalin, J., 2009. Recommendations on dynamic amplification allowance ARCHES-22-DE10. Warzawa. doi:http://dx.doi.org/10.1016/j.engstruct.2008.01.017.
3. Paultre, P., Chaallal, O., Proulx, J., 1992. Bridge dynamics and dynamic amplification factors - a review of analytical and experimental findings, Canadian Journal of Civil Engineering 19, pp. 260-278.
4. Gonzįlez, A., Rattigan, P., O’Brien, E., J., Caprani, C.C., 2008. Determination of bridge lifetime dynamic amplification factor using finite element analysis of critical loading scenarios, Engineering Structures 30(9), pp. 2330-2337.
5. Cantero, D., González, A., O’Brien, E.J., 2009. “Maximum dynamic stress on bridges traversed by moving loads”, Proceedings of the ICE – Bridge Engineering 162(BE2), pp. 75-85. doi:http://dx.doi.org/10.1680/BREN. 2009.162.2.75.
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