Numerical Analysis on Buffeting Performance of a Long-Span Four-Tower Suspension Bridge Using the FEM Model
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-021-2406-6.pdf
Reference54 articles.
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3. Caracoglia L (2008) Influence of uncertainty in selected aerodynamic and structural parameters on the buffeting response of long-span bridges. Journal of Wind Engineering and Industrial Aerodynamics 96(3):327–344, DOI: https://doi.org/10.1016/j.jweia.2007.08.001
4. Caracoglia L, Jones NP (2003) Time domain vs. frequency domain characterization of aeroelastic forces for bridge deck sections. Journal of Wind Engineering and Industrial Aerodynamics 91(3): 371–402, DOI: https://doi.org/10.1016/S0167-6105(02)00399-9
5. Chen X, Kareem A (2001) Nonlinear response analysis of long-span bridges under turbulent winds. Journal of Wind Engineering and Industrial Aerodynamics 89(14–15):1335–1350, DOI: https://doi.org/10.1016/S0167-6105(01)00147-7
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