Calibration of Model Uncertainties for Fixed Steel Offshore Platforms Based on Observed Performance in Gulf of Mexico Hurricanes-Reference-Cited by-同舟云学术

Calibration of Model Uncertainties for Fixed Steel Offshore Platforms Based on Observed Performance in Gulf of Mexico Hurricanes

Published:2020-06 Issue:6 Volume:146 Page:04020039
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Jinbo¹^ORCID,Gilbert Robert B.²,Ku Albert³^ORCID,Chen Jiun-Yih⁴^ORCID,Marshall Peter W.⁵

Affiliation:

1. Geotechnical Engineer, Shell Global Solutions (US), Inc., 150 N. Dairy Ashford Rd., Houston, TX 77079; formerly, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, 1 University Station C1792, Austin, TX 78712 (corresponding author). ORCID: .

2. Brunswick-Abernathy Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, 1 University Station C1792, Austin, TX 78712.

3. Chief Consultant, iSIMS LLC, 900 Town and Country Ln #303, Houston, TX 77024. ORCID: .

4. Senior Consultant, Golder Associates Inc., 14950 Heathrow Forest Parkway, Suite 280, Houston, TX 77032; formerly, Principal Consultant, JY Chen International LLC, 5327 Riverstone Crossing Dr., Sugar Land, TX 77479. ORCID: .

5. Retired, Consultant, 2115 Winchester Blvd., Apartment 258, Campbell, CA 95008.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002247

Reference20 articles.

1. Aggarwal R. R. Litton C. Cornell W. Tang J. Chen and J. Murff. 1996. “Development of pile foundation bias factors using observed behavior of platforms during Hurricane Andrew.” In Proc. Offshore Technology Conf. Richardson TX: Society of Petroleum Engineers.

2. Evaluation of Reliability of Platform Pile Foundations

3. Offshore pile system model biases and reliability

4. Two-dimensional lower bound analysis of offshore pile foundation systems

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