Application of a pendulum-type tuned mass damper to suppress the vortex-induced oscillation of a 90-m-tall steel stack (Record no. 6439)

MARC details
000 -LEADER
fixed length control field 03577nas|a2200409 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817162827.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 220900s2000 th uzm rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11809358
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-00-24
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Natthapong Areemit
245 10 - TITLE STATEMENT
Title Application of a pendulum-type tuned mass damper to suppress the vortex-induced oscillation of a 90-m-tall steel stack
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2000
300 ## - PHYSICAL DESCRIPTION
Extent 72 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-00-24
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Civil Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2000
520 ## - SUMMARY, ETC.
Summary, etc. During design period, a 90-m-tall steel stack was found to have large across-wind response due to vortex resonance at low wind speed at which service life of the stack was sharply reduced. A pendulum Tuned Mass Damper (TMD) was chosen to be installed with the stack in order to provide additional damping, which is beneficial to control the response at resonance. It was designed to have a ring-shape mass in order to let it oscillates in any direction around the stack. Because the relative motion of the stack and the pendulum TMD was excessive at the optimal condition, the mass and the damping of the pendulum TMD had been increased to keep the relative motion within acceptable level without any losses in performance. To ensure that the pendulum TMD would be tuned with the stack, the parameters of the stack and the pendulum TMD were separately investigated. Geometric non-linearity of the cable and spring constant of the damper were also observed. The natural frequency, predicted by the finite element model, showed a good agreement with the measured value. It was observed that significant increases in damping level are produced by the pendulum TMD. The full-scale measurement of wind-induced responses of the stack and the pendulum TMD was set up four months after installation to monitor the performance of the pendulum TMD in service conditions. The responses of the stack had been recorded for almost two months together with wind speed and direction data. No significant reduction in the performance of the pendulum TMD in service conditions was found. The oscillation of the stack showed well defined along-wind and across-wind responses. Unfortunately, the vortex resonant response was not detected during the measurement due to very low wind speed.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Buildings
General subdivision Vibration
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Damping (Mechanics)
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pichai Nimityongskul,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Zhu, Hongping,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Royal Thai Government,
Relator term Scholarship donor
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element HRD Phase II,
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. ST-00-24
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B06850">http://203.159.5.9/ait-thesis/detail.php?q=B06850</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b11809358
b mnait
c u
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240331
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 000922
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
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 : 30050120326490
CREATED CREATED : 2014-05-20
RECORD Id RECORD # : i12801653
LPATRON LPATRON : 1029050
LCHKIN LCHKIN : 2018-10-08
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160102223
CREATED CREATED : 2016-04-21
RECORD Id RECORD # : i12943575
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 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 17/08/2026 50.00   AIT Thesis no.ST-00-24 30050120326490 17/08/2026 3 17/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no.ST-00-24 30050160102223 17/08/2026 1 17/08/2026 40-Archives
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