Dynamic wave response of non-linear offshore platform structural system (Record no. 32088)

MARC details
000 -LEADER
fixed length control field 03023nas a2200409 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818094307.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 090907s2009 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12067209
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.OTM-09-05
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Nakorn Suttara
245 10 - TITLE STATEMENT
Title Dynamic wave response of non-linear offshore platform structural system
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani, Thailand :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2009
300 ## - PHYSICAL DESCRIPTION
Extent 70 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. OTM-09-05
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Offshore Technology and Management, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2009
520 ## - SUMMARY, ETC.
Summary, etc. In general, fixed offshore structure is always attacked by dynamic wave loads throughout its service life, but dynamic analysis is often avoided. Commonly, quasi»static is very popular for a long time in design process due to substantial convenience. In turn, if the nonlinearity of soil stiffness under seabed is taken into account, it is known that soil layers are not perfectly stiff unlike idealized fixed support. The characteristic of soil stiffness may affect the global structural stiffness. The monopod and four-leg jacket platforms would be investigated by using computer modeling program, SACS, and MATLAB for analysis. Therefore, structural frequency will become non-constant, and the frequency ratio of wave forces frequency to structural frequency may be close to unity leading to so-called resonance situation. In this study, the non-linear dynamic wave response analysis of fixed offshore structure. In conclusion, the behavior of such structure can be definitely concluded that non-linear soil stiffness significantly affects not only total structural response but also structural periods.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Offshore structures
General subdivision Dynamics
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Chiu, Gregory L.F.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Widjaja, Joko Harsono,
Relator term Co-Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Boswell, Laurie,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Royal Thai Government Fellowship,
Relator term Scholarship donor
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology Fellowship,
Relator term Scholarship donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. OTM-09-05
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B03590 ">http://203.159.5.9/ait-thesis/detail.php?q=B03590 </a>
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a .b12067209
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c u
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240329
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 090907
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120385447
CREATED CREATED : 2014-05-19
RECORD Id RECORD # : i12800727
LPATRON LPATRON : 1027177
LCHKIN LCHKIN : 2017-01-24
RENEWALS # RENEWALS : 0
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160006390
CREATED CREATED : 2016-03-23
RECORD Id RECORD # : i12905884
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Cost, normal purchase price Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.OTM-09-05 30050120385447 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.OTM-09-05 30050160006390 18/08/2026 1 18/08/2026 40-Archives
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