Study of the effects of adding vertical stiffeners on the frequency and seismic behavior of the cylindrical intake tower, considering the interaction of water and structure
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-022-00518-9.pdf
Reference49 articles.
1. Abdorrahimi, S. (2012). Materially and geometrically nonlinear dynamic analysis of intake tower including dam-water-tower interaction. M.Sc. thesis, University of Zanjan, Iran.
2. Akköse, M., & Şimşek, E. (2010). Non-linear seismic response of concrete gravity dams to near-fault ground motions including dam-water-sediment-foundation interaction. Applied Mathematical Modelling, 34(11), 3685–3700. https://doi.org/10.1016/j.apm.2010.03.019
3. Alembagheri, M. (2016a). Dynamics of submerged intake towers including interaction with dam and foundation. Soil Dynamics and Earthquake Engineering, 84, 108–119. https://doi.org/10.1016/j.soildyn.2016.02.004
4. Alembagheri, M. (2016b). Earthquake response of solitary slender freestanding intake towers. Soil Dynamics and Earthquake Engineering, 90, 1–14. https://doi.org/10.1016/j.soildyn.2016.08.024
5. Alembagheri, M. (2017). Frequency domain analysis of submerged tower-dam dynamic interaction. Soil Mechanics and Foundation Engineering, 54(4), 264–275. https://doi.org/10.1007/s11204-017-9468-y
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1. Seismic evaluation of concrete gravity dam under the effect of far and near field earthquakes considering dam saturation;Innovative Infrastructure Solutions;2024-08-29
2. Evaluating the vertical stiffener effects on the dynamic behavior of a cylindrical intake tower under pulse loading;Innovative Infrastructure Solutions;2024-06-28
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