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Pile-Sleeve Strength Modelling in API RP2A WSD, LRFD and ISO 19902

Malaysia has been using API RP2A WSD for design of offshore platforms. Many countries have embraced the probability based design through the use of the LRFD method. Due to this and many other factors, it is essential to adopt the LRFD methodology. When adopting this methodology, the appropriate...

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Main Authors: Sambu Potty, Narayanan, Nizamani, Zafarullah, Idrus, Arazi
Format: Conference or Workshop Item
Published: 2010
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utp.edu.my/2668/1/pile_sleeve_modelling.pdf
http://eprints.utp.edu.my/2668/
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spelling my.utp.eprints.26682017-03-20T01:59:52Z Pile-Sleeve Strength Modelling in API RP2A WSD, LRFD and ISO 19902 Sambu Potty, Narayanan Nizamani, Zafarullah Idrus, Arazi TA Engineering (General). Civil engineering (General) Malaysia has been using API RP2A WSD for design of offshore platforms. Many countries have embraced the probability based design through the use of the LRFD method. Due to this and many other factors, it is essential to adopt the LRFD methodology. When adopting this methodology, the appropriate load and resistance factors can be optimised through the process of calibration. The first step in the calibration process is the determination of reliability of structural elements and joints of the jacket designed as per existing practice. The designs using the new LRFD expressions should have the same reliability. To determine the resistance factors for the pile sleeve joints, knowledge of the relevant strength equations in the different codes and the similarities and differences between them are useful. The pile sleeve strength equations for plain joints and joints with shear keys are reviewed. Information in literature that form the background to the code provisions are also reviewed and presented. 2010-06-15 Conference or Workshop Item PeerReviewed application/pdf http://eprints.utp.edu.my/2668/1/pile_sleeve_modelling.pdf Sambu Potty, Narayanan and Nizamani, Zafarullah and Idrus, Arazi (2010) Pile-Sleeve Strength Modelling in API RP2A WSD, LRFD and ISO 19902. In: International Conference on Sustainable Building and Infrastructure (ICSBI2010), 15 - 17 june 2010, Kuala Lumpur, Malaysia. http://eprints.utp.edu.my/2668/
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Sambu Potty, Narayanan
Nizamani, Zafarullah
Idrus, Arazi
Pile-Sleeve Strength Modelling in API RP2A WSD, LRFD and ISO 19902
description Malaysia has been using API RP2A WSD for design of offshore platforms. Many countries have embraced the probability based design through the use of the LRFD method. Due to this and many other factors, it is essential to adopt the LRFD methodology. When adopting this methodology, the appropriate load and resistance factors can be optimised through the process of calibration. The first step in the calibration process is the determination of reliability of structural elements and joints of the jacket designed as per existing practice. The designs using the new LRFD expressions should have the same reliability. To determine the resistance factors for the pile sleeve joints, knowledge of the relevant strength equations in the different codes and the similarities and differences between them are useful. The pile sleeve strength equations for plain joints and joints with shear keys are reviewed. Information in literature that form the background to the code provisions are also reviewed and presented.
format Conference or Workshop Item
author Sambu Potty, Narayanan
Nizamani, Zafarullah
Idrus, Arazi
author_facet Sambu Potty, Narayanan
Nizamani, Zafarullah
Idrus, Arazi
author_sort Sambu Potty, Narayanan
title Pile-Sleeve Strength Modelling in API RP2A WSD, LRFD and ISO 19902
title_short Pile-Sleeve Strength Modelling in API RP2A WSD, LRFD and ISO 19902
title_full Pile-Sleeve Strength Modelling in API RP2A WSD, LRFD and ISO 19902
title_fullStr Pile-Sleeve Strength Modelling in API RP2A WSD, LRFD and ISO 19902
title_full_unstemmed Pile-Sleeve Strength Modelling in API RP2A WSD, LRFD and ISO 19902
title_sort pile-sleeve strength modelling in api rp2a wsd, lrfd and iso 19902
publishDate 2010
url http://eprints.utp.edu.my/2668/1/pile_sleeve_modelling.pdf
http://eprints.utp.edu.my/2668/
_version_ 1738655209928785920
score 13.244745

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