Dynamic Response of Cable-Stayed Bridge Under Seismic Vulnerability Analysis: State of the Art
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-6175-7_32
Reference40 articles.
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2. Atmaca B, Yurdakul M, Ateş Ş (2014) Nonlinear dynamic analysis of base isolated cable-stayed bridge under earthquake excitations. Soil Dyn Earthq Eng 66:314–318. https://doi.org/10.1016/j.soildyn.2014.07.013
3. Bayraktar A, Türker T, Tadla J, Kurşun A, Erdiş A (2017) Static and dynamic field load testing of the long span Nissibi cable-stayed bridge. Soil Dyn Earthq Eng 94:136–157. https://doi.org/10.1016/j.soildyn.2017.01.019
4. Bera KK, Chandiramani NK (2022) An element dependent multiple lag rational function approximation for aeroelastic analysis of cable bridge. Appl Math Model 105:95–113. https://doi.org/10.1016/j.apm.2021.12.027
5. Cid Montoya M, Hernández S, Nieto F (2018) Shape optimization of streamlined decks of cable-stayed bridges considering aeroelastic and structural constraints. J Wind Eng Ind Aerodyn 177:429–455. https://doi.org/10.1016/j.jweia.2017.12.018
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