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...
| Main Authors: | , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
2010
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| Subjects: | |
| Online Access: | http://scholars.utp.edu.my/id/eprint/2668/ http://scholars.utp.edu.my/id/eprint/2668/1/pile_sleeve_modelling.pdf |
| _version_ | 1848659282153701376 |
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| author | Sambu Potty, Narayanan Nizamani, Zafarullah Idrus, Arazi |
| author_facet | Sambu Potty, Narayanan Nizamani, Zafarullah Idrus, Arazi |
| author_sort | Sambu Potty, Narayanan |
| building | UTP Institutional Repository |
| collection | Online Access |
| 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. |
| first_indexed | 2025-11-13T07:27:57Z |
| format | Conference or Workshop Item |
| id | oai:scholars.utp.edu.my:2668 |
| institution | Universiti Teknologi Petronas |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-13T07:27:57Z |
| publishDate | 2010 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | oai:scholars.utp.edu.my:26682017-03-20T01:59:52Z http://scholars.utp.edu.my/id/eprint/2668/ 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 en http://scholars.utp.edu.my/id/eprint/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. |
| 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 |
| title | 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_short | 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 |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://scholars.utp.edu.my/id/eprint/2668/ http://scholars.utp.edu.my/id/eprint/2668/1/pile_sleeve_modelling.pdf |