论文信息 - On computational interdisciplinary modeling for reliability assessment of high‐speed train – bridge interaction - 字舞流文

On computational interdisciplinary modeling for reliability assessment of high‐speed train – bridge interaction

Michael Oberguggenberger | Christoph Adam | Benjamin Hirzinger | Patrick Salcher | M. Oberguggenberger | C. Adam | Patrick Salcher | B. Hirzinger

[1] Mahir Ülker-Kaustell,et al. Seasonal effects on the stiffness properties of a ballasted railway bridge , 2013 .

[2] Christoph Adam,et al. Quick assessment of high-speed railway bridges based on a non-dimensional parameter representation , 2017 .

[3] L Frýba,et al. A rough assessment of railway bridges for high speed trains , 2001 .

[4] J. Beck,et al. Estimation of Small Failure Probabilities in High Dimensions by Subset Simulation , 2001 .

[5] Christoph Adam,et al. Modeling of dynamic train–bridge interaction in high-speed railways , 2015 .

[6] Christoph Adam,et al. On the optimal strategy of stochastic-based reliability assessment of railway bridges for high-speed trains , 2019, Meccanica.

[7] C. Bucher. Asymptotic sampling for high-dimensional reliability analysis , 2009 .

[8] Eugene J. O'Brien,et al. Train–track–bridge modelling and review of parameters , 2016 .

[9] Andreas Andersson,et al. A methodology for the preliminary assessment of existing railway bridges for high-speed traffic , 2014 .

[10] Helmut J. Pradlwarter,et al. Reliability assessment of railway bridges subjected to high-speed trains considering the effects of seasonal temperature changes , 2016 .

[11] Ki-Du Kim,et al. Simulation procedure for vehicle-substructure dynamic interactions and wheel movements using linearized wheel-rail interfaces , 2009 .

[12] Nan Zhang,et al. Vehicle bridge interaction analysis under high-speed trains , 2008 .