Field and Laboratory Characterization of the Operational Response of Wind Turbine Generator Foundation Soil-Reference-Cited by-同舟云学术

Field and Laboratory Characterization of the Operational Response of Wind Turbine Generator Foundation Soil

Published:2018-06-06 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2018
language:
Short-container-title:

Author:

Enos Christopher¹¹²³⁴,Yilmaz Mehmet¹¹²³⁴,Wu Zhenzhong¹¹²³⁴,Tinjum James M.¹¹²³⁴,Fratta Dante¹¹²³⁴

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706.

2. Senior Staff Engineer, Langan Engineering and Environmental Services, New York, NY.

3. Associate Professor, Engineering Professional Development, Geological Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706.

4. Associate Professor, Geological Engineering, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784481615.020

Reference20 articles.

1. Equivalent-linear stiffness and damping in rocking of circular and strip foundations

2. ASCE/AWEA. (2011). Recommended Practice for Compliance of Large Land-Based Wind Turbine Support Structures. American Wind Energy Association (Washington DC) and American Society of Civil Engineers (Reston VA).

3. AWEA. 2017. Wind Energy Facts at a Glance. Retrieved November 15 2017. From https://www.awea.org/wind-energy-facts-at-a-glance.

4. Det Norske Veritas (DNV). (2002). "Guidelines for design of wind turbines." Risø National Laboratory Copenhagen Denmark.

5. Diaz-Rodriguez J.A. and Lopez-Molina J.A. (2008). "Strain thresholds in soil dynamics." 14 th World Conference on Earthquake Engineering Beijing China.

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