TY - JOUR
T1 - Reassessment of Minimum Facilities Wellhead Platform due to Installation of Extension Compressors against Earthquake Loads
AU - Bukhari, M. H.
AU - Prastianto, R. W.
AU - Syalsabila, F.
N1 - Publisher Copyright:
© Published under licence by IOP Publishing Ltd.
PY - 2023
Y1 - 2023
N2 - For increasing the production capacity of existing oil and gas wells, adding, or modifying the equipment with more sophisticated process equipment is necessary. One effort is by the addition of compressors such as on a minimum wellhead platform facility, which are installed on the top side of the platform. In addition to increasing the weight of the topside, which must be supported by the jacket, this installation makes the platform become more sensitive to seismic loads. This paper discusses the reassessment of the platform to determine the structural integrity due to the installation of the extension compressor to earthquake loads based on the API code RP 2A-WSD 22nd 2014 and RP 2SIM. Seismic analysis methods performed in this study include super element analysis, eigenvalue analysis, dynamic response analysis, earthquake analysis, post analysis, and single pile analysis. According to the code and company specifications, the analysis shows promising results in terms of the unity check, natural period, and displacement check, so the structural integrity is still acceptable for further operation.
AB - For increasing the production capacity of existing oil and gas wells, adding, or modifying the equipment with more sophisticated process equipment is necessary. One effort is by the addition of compressors such as on a minimum wellhead platform facility, which are installed on the top side of the platform. In addition to increasing the weight of the topside, which must be supported by the jacket, this installation makes the platform become more sensitive to seismic loads. This paper discusses the reassessment of the platform to determine the structural integrity due to the installation of the extension compressor to earthquake loads based on the API code RP 2A-WSD 22nd 2014 and RP 2SIM. Seismic analysis methods performed in this study include super element analysis, eigenvalue analysis, dynamic response analysis, earthquake analysis, post analysis, and single pile analysis. According to the code and company specifications, the analysis shows promising results in terms of the unity check, natural period, and displacement check, so the structural integrity is still acceptable for further operation.
UR - http://www.scopus.com/inward/record.url?scp=85169913566&partnerID=8YFLogxK
U2 - 10.1088/1755-1315/1198/1/012012
DO - 10.1088/1755-1315/1198/1/012012
M3 - Conference article
AN - SCOPUS:85169913566
SN - 1755-1307
VL - 1198
JO - IOP Conference Series: Earth and Environmental Science
JF - IOP Conference Series: Earth and Environmental Science
IS - 1
M1 - 012012
T2 - 10th International Seminar on Ocean, Coastal Engineering, Environmental and Natural Disaster Management, ISOCEEN 2022
Y2 - 29 November 2022
ER -