Monte Carlo analysis of total damping and flutter speed of a long span bridge: Effects of structural and aerodynamic uncertainties

Author:

Argentini T.ORCID,Pagani A.,Rocchi D.,Zasso A.ORCID

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference32 articles.

1. Argentini, T., Belloli, M., Fossati, F., Rocchi, D., Villani, M., 2011. Experimental and numerical analysis of the dynamic response of cable-stayed bridge: vortex induced vibrations and buffeting effects. In: The 13th International Conference on Wind Engineering. IAWE, Amsterdam, The Netherlands.

2. Argentini, T., Diana, G., Larsen, A., Pagani, A., Portentoso, M., Somaschini, C., Yamasaki, Y., 2013. Comparisons between wind tunnel tests on a full aeroelastic model and numerical results of the Izmit bay bridge. In: The 6th European African Conference on Wind Engineering, Cambridge UK.

3. Baldomir, A., Hernández, S., Nieto, F., Jurado, J., 2011. Reliability analysis of flutter speed in long span bridges using form technique. In: ICWE 13, Amsterdam.

4. Baraldi, P., Popescu, I., Zio, E., 2010. Methods for uncertainty analysis in the reliability assessment of a degrading structure. In: SRA into SRA: structural reliability analyses into system risk assessment. Det Norske Veritas AS.

5. Bartoli, G., Mannini, C., 2005. Reliability of bridge deck flutter derivative measurement in wind tunnel tests. In: ICOSSAR 2005.

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