Influence of Pulse-Like Motions and Combined Loadings on the Seismic Response of Offshore Wind Turbines on Layered Liquefiable Soils-Reference-Cited by-同舟云学术

Influence of Pulse-Like Motions and Combined Loadings on the Seismic Response of Offshore Wind Turbines on Layered Liquefiable Soils

Published:2024-02-22 Issue: Volume: Page:11-20
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Container-title:Geo-Congress 2024
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Author:

Hwang Yu-Wei¹²³⁴,Carlos Tiznado Juan¹²³⁴,Ge Louis¹²³⁴,Cheng Shih-Hao¹²³⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, National Yang Ming Chiao Tung Univ., Taiwan.

2. Assistant Professor, Dept. of Civil Engineering, Pontificia Universidad Católica De Chile, Chile.

3. Professor, Dept. of Civil Engineering, National Taiwan Univ., Taiwan.

4. Adjunct Professor, Dept. of Civil Engineering, National Taiwan Univ. of Science and Technology, Taiwan.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485316.002

Reference13 articles.

1. Transient response of offshore wind turbines on monopiles in sand: role of cyclic hydro–mechanical soil behaviour

2. Dong, W., Gao, G., Chen, J., and Jain, S. (2018). Effects of near-fault pulse-like ground motion on site liquefaction and settlement. In Proceedings of GeoShanghai 2018 International Conference: Advances in Soil Dynamics and Foundation Engineering, pp. 148–157. https://doi.org/10.1007/978-981-13-0131-5_1

3. Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil

4. Green R. A. Lee J. White T. M. and Baker J. W.. 2008.“The significanceof near-fault effects on liquefaction.” In Proc. 14th World Conf. on Earthquake Engineering. Tokyo: International Association for Earth-quake Engineering.

5. Seismic Interaction of Adjacent Structures on Liquefiable Soils: Insight from Centrifuge and Numerical Modeling