Design of Dynamically Wind-Loaded Helical Piers for Small Wind Turbines-Reference-Cited by-同舟云学术

Design of Dynamically Wind-Loaded Helical Piers for Small Wind Turbines

Published:2010-08 Issue:4 Volume:24 Page:417-426
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Buhler Russell¹²,Cerato Amy B.¹²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019.

2. Assistant Professor, Dept. of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000119

Reference14 articles.

1. Effects of Helical Anchor Geometry on Long-Term Performance of Small Wind Tower Foundations Subject to Dynamic Loads

2. Effects of Long-Term Dynamic Loading and Fluctuating Water Table on Helical Anchor Performance for Small Wind Tower Foundations

3. Clemence S. P. and Smithling A. P. (1984). “Dynamic uplift capacity of helical anchors in sand.” Proc. 4th Australia–New Zealand Conf. on Geomechanics Vol. 1 Australian Geomechanics Society and New Zealand Geomechanics Society Perth Western Australia 88–93.

4. Davis R. (2009). “The helical pier defined.” Helical pier world ⟨http://www.helicalpierworld.com/archives/hpdefinition.aspx⟩ (July 13 2009).

5. Installation Torque of Screw Anchors in Dry Sand

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