FREQUENCY AND TIME DOMAIN ANALYSES FOR TLP RESPONSES

In this paper, dynamic analyses of Tension Leg Platform (TLP) using both frequency and time domain methods have been carried out as a rigid body. Linear Airy wave theory and Morison equation were used for the estimation of forces. Newmark Beta method was used for the time domain dynamic analysis....

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Main Authors: Kurian, V.J., Gasim, M.A., Narayanan,, S.P
Format: Conference or Workshop Item
Language:English
Published: APSEC/EACEF Conference 2009 2009
Subjects:
Online Access:http://scholars.utp.edu.my/id/eprint/1221/
http://scholars.utp.edu.my/id/eprint/1221/1/Apsec-Paper.pdf
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author Kurian, V.J.
Gasim, M.A.
Narayanan,, S.P
author_facet Kurian, V.J.
Gasim, M.A.
Narayanan,, S.P
author_sort Kurian, V.J.
building UTP Institutional Repository
collection Online Access
description In this paper, dynamic analyses of Tension Leg Platform (TLP) using both frequency and time domain methods have been carried out as a rigid body. Linear Airy wave theory and Morison equation were used for the estimation of forces. Newmark Beta method was used for the time domain dynamic analysis. The responses due to random waves determined as Response Amplitude Operator (RAO) were compared in both the domains of analyses. The frequency domain results were found to be very much approximate as it could not take into account many nonlinearities. However, this method has potential to be used for preliminary design as it gave a good pattern of the motion responses. Keywords: Frequency & Time domain analysis, Tension Leg Platform, Response Amplitude Operator.
first_indexed 2025-11-13T07:24:48Z
format Conference or Workshop Item
id oai:scholars.utp.edu.my:1221
institution Universiti Teknologi Petronas
institution_category Local University
language English
last_indexed 2025-11-13T07:24:48Z
publishDate 2009
publisher APSEC/EACEF Conference 2009
recordtype eprints
repository_type Digital Repository
spelling oai:scholars.utp.edu.my:12212017-01-19T08:25:16Z http://scholars.utp.edu.my/id/eprint/1221/ FREQUENCY AND TIME DOMAIN ANALYSES FOR TLP RESPONSES Kurian, V.J. Gasim, M.A. Narayanan,, S.P TC Hydraulic engineering. Ocean engineering TA Engineering (General). Civil engineering (General) In this paper, dynamic analyses of Tension Leg Platform (TLP) using both frequency and time domain methods have been carried out as a rigid body. Linear Airy wave theory and Morison equation were used for the estimation of forces. Newmark Beta method was used for the time domain dynamic analysis. The responses due to random waves determined as Response Amplitude Operator (RAO) were compared in both the domains of analyses. The frequency domain results were found to be very much approximate as it could not take into account many nonlinearities. However, this method has potential to be used for preliminary design as it gave a good pattern of the motion responses. Keywords: Frequency & Time domain analysis, Tension Leg Platform, Response Amplitude Operator. APSEC/EACEF Conference 2009 2009-08 Conference or Workshop Item PeerReviewed application/pdf en http://scholars.utp.edu.my/id/eprint/1221/1/Apsec-Paper.pdf Kurian, V.J. and Gasim, M.A. and Narayanan,, S.P (2009) FREQUENCY AND TIME DOMAIN ANALYSES FOR TLP RESPONSES. In: 7th Asia Pacific Structural Engineering & Construction Conference 2009 (APSEC 2009)/ 2nd European Asian Civil Engineering Forum (EACEF), 4-6 August 2009, Langkawi.
spellingShingle TC Hydraulic engineering. Ocean engineering
TA Engineering (General). Civil engineering (General)
Kurian, V.J.
Gasim, M.A.
Narayanan,, S.P
FREQUENCY AND TIME DOMAIN ANALYSES FOR TLP RESPONSES
title FREQUENCY AND TIME DOMAIN ANALYSES FOR TLP RESPONSES
title_full FREQUENCY AND TIME DOMAIN ANALYSES FOR TLP RESPONSES
title_fullStr FREQUENCY AND TIME DOMAIN ANALYSES FOR TLP RESPONSES
title_full_unstemmed FREQUENCY AND TIME DOMAIN ANALYSES FOR TLP RESPONSES
title_short FREQUENCY AND TIME DOMAIN ANALYSES FOR TLP RESPONSES
title_sort frequency and time domain analyses for tlp responses
topic TC Hydraulic engineering. Ocean engineering
TA Engineering (General). Civil engineering (General)
url http://scholars.utp.edu.my/id/eprint/1221/
http://scholars.utp.edu.my/id/eprint/1221/1/Apsec-Paper.pdf