Aerodynamic Damping and Seismic Response of Horizontal Axis Wind Turbine Towers-Reference-Cited by-同舟云学术

Aerodynamic Damping and Seismic Response of Horizontal Axis Wind Turbine Towers

Published:2014-11 Issue:11 Volume:140 Page:04014090
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Valamanesh V.¹,Myers A. T.²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, 360 Huntington Ave., 400 Snell Engineering Center, Northeastern Univ., Boston, MA 02215.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, 360 Huntington Ave., 400 Snell Engineering Center, Northeastern Univ., Boston, MA 02215 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001018

Reference26 articles.

1. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

2. ASCE. (2011). “Recommended practice for compliance of large land-based wind turbine support structures.” ASCE/AWEA RP2011 Reston VA.

3. Static, seismic and stability analyses of a prototype wind turbine steel tower

4. Dept. of Energy (DOE). (2012). “Installed wind capacity.” 〈http://www.windpoweringamerica.gov〉 (Jul. 9 2013).

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