Welcome To UTPedia

We would like to introduce you, the new knowledge repository product called UTPedia. The UTP Electronic and Digital Intellectual Asset. It stores digitized version of thesis, final year project reports and past year examination questions.

Browse content of UTPedia using Year, Subject, Department and Author and Search for required document using Searching facilities included in UTPedia. UTPedia with full text are accessible for all registered users, whereas only the physical information and metadata can be retrieved by public users. UTPedia collaborating and connecting peoples with university’s intellectual works from anywhere.

Disclaimer - Universiti Teknologi PETRONAS shall not be liable for any loss or damage caused by the usage of any information obtained from this web site.Best viewed using Mozilla Firefox 3 or IE 7 with resolution 1024 x 768.

Parametric Studies in Push-Over Analysis

LAM, TAN SOCK (2014) Parametric Studies in Push-Over Analysis. UNIVERSITI TEKNOLOGI PETRONAS. (Unpublished)

[img]
Preview
PDF
Download (1314Kb) | Preview

Abstract

API Recommended Practice 2A-WSD is widely used in the industry to design fixed offshore platform. The design parameters in the API standards are used in all fixed offshore platform design. However, the effect of changing these design parameters upon offshore platform still remains unclear. Hence, the objective of this study is to identify the impact of design parameters on the serviceability of the offshore platforms. Besides, a trend regarding the changes of the design parameter is established to ease the further study on this matter. A push-over analysis is carried out on the selected platform based on the changed parameters. The Reserve Strength Ratio is calculated to determine the strength of the selected platform. From the result, it is safe to mention that the lower the grad of the steel used, the lower the strength of the platform. Besides that, the CdCm values are most optimum at 0.65 and 1.60 respectively. However, an increase of 20% of CdCm values shows interesting changes in the strength of the platform. Further study can be carried out regarding this aspect. Moreover, lower the allowable corrosion thickness, the lower the strength of the platform. Last but no least, the changes in the platform weight do not gives a significant change of the selected offshore platform.

Item Type: Final Year Project
Academic Subject : Academic Department - Civil Engineering - Water and environment - Water
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Users 2053 not found.
Date Deposited: 26 Sep 2014 15:04
Last Modified: 25 Jan 2017 09:36
URI: http://utpedia.utp.edu.my/id/eprint/14065

Actions (login required)

View Item View Item

Document Downloads

More statistics for this item...