Hysteretic Damping of Piles in Sands for Offshore Wind Jacket Structures-Reference-Cited by-同舟云学术

Hysteretic Damping of Piles in Sands for Offshore Wind Jacket Structures

Published:2024-04 Issue:4 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bradshaw Aaron S.¹,Perepelitsa Irina²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Rhode Island, 2 East Alumni Ave., Kingston, RI 02881 (corresponding author).

2. Formerly Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Rhode Island, 2 East Alumni Ave., Kingston, RI 02881.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11320

Reference43 articles.

1. Soil-pile interaction in vertical vibration induced through a frictional interface

2. Dynamic Winkler modulus for axially loaded piles

3. API (American Petroleum Institute). 2007. Recommended practice for planning, designing and constructing fixed offshore platforms-working stress design. Washington, DC: API.

4. Bradshaw A. S. 2022. “Approach to estimate hysteretic soil damping in piled jacket structures.” In Geo-Congress 2022: Deep Foundations Earth Retention and Underground Construction Geotechnical Special Publication 332 edited by J. A. Lemnitzer and A. W. Stuedlein 238–244. Reston VA: ASCE.

5. Dynamic Axial Response of Tapered Piles Including Material Damping

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1. A case study of foundation damping in a piled offshore wind jacket structure;Soil Dynamics and Earthquake Engineering;2024-05