Effect of kinematic interaction on seismic response of offshore wind turbines on monopiles-Reference-Cited by-同舟云学术

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Effect of kinematic interaction on seismic response of offshore wind turbines on monopiles

Published:2020-10-19 Issue:3 Volume:50 Page:777-790
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn.

Author:

Kaynia Amir M.¹²^ORCID

Affiliation:

1. Norwegian Geotechnical Institute (NGI) Oslo Norway

2. Norwegian University of Science and Technology (NTNU) Trondheim Norway

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3371

Reference38 articles.

1. Dynamic stiffness and seismic response of pile groups.Research Report R82‐03, Dept. Civil Eng., M.I.T. Cambridge;Kaynia AM;Massachusetts. USA,1982

2. Kinematic response of single piles and pile groups;Fan K;JGeotechEng.,1991

3. Dynamic behaviour of pile foundations in homogeneous and non-homogeneous media

4. Discussion on ‘Seismic response of end‐bearing piles’ by R. Flores‐Berrones and R.V. Whitman;Dobry R;JGeotechEngDiv.,1983

5. Aseismic pile foundation design analysis

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