Logo

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

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.

[img] PDF (Pile-Sleeve Strength Modelling in API RP2A WSD, LRFD and ISO 19902) - Published Version
Restricted to Registered users only

474Kb

Abstract

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.

Item Type:Conference or Workshop Item (Paper)
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Academic Subject Three:petroleum engineering
Departments / MOR / COE:Departments > Civil Engineering
ID Code:2668
Deposited By: DR NARAYANAN SAMBU POTTY
Deposited On:05 Aug 2010 04:08
Last Modified:20 Mar 2017 01:59

Repository Staff Only: item control page

Document Downloads

More statistics for this item...