Improvement of Dynamic Response of Structures on Sandy Soil by Means of Viscous Dampers
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40996-020-00445-2.pdf
Reference33 articles.
1. Andersen LV (2018) Dynamic soil–structure interaction of polypod foundations. Comput Struct. https://doi.org/10.1016/j.compstruc.2018.07.007
2. Aydin E (2012) Optimal damper placement based on base moment in steel building frames. JCSR 79:216–225
3. Aydin E, Boduroglu MH, Guney D (2007) Optimal damper distribution for seismic rehabilitation of planar building structures. Eng Struct 29:176–185
4. Bayat M, Andersen LV, Ibsen LB (2016) p–y–ẏ curves for dynamic analysis of offshore wind turbine monopile foundations. Soil Dyn Earthq Eng 90:38–51
5. Bekdaş G, Nigdeli SM (2017) Metaheuristic based optimization of tuned mass dampers under earthquake excitation by considering soil–structure interaction. Soil Dyn Earthq Eng 92:443–461
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. An Overview of Optimal Damper Placement Methods in Structures;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2021-09-30
2. Dynamic soil-structure interaction of a shallow founded shear frame and a frame equipped with viscous dampers under seismic loading;Engineering Structures;2021-01
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