A comparison between HFFB and HFPI techniques for determining wind-induced response of tall buildings (Record no. 19859)

MARC details
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fixed length control field 04649nas a2200481 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817173424.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 140619s2013 th ad ||| 000 0 eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12134065
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-13-09
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Cheepchanok Srinamgneon
245 12 - TITLE STATEMENT
Title A comparison between HFFB and HFPI techniques for determining wind-induced response of tall buildings
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2013
300 ## - PHYSICAL DESCRIPTION
Extent 1 online resource (111 leaves) :
Other physical details ill. (some col.), charts
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-13-09
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Eng.) - Asian Institute of Technology, 2013
520 ## - SUMMARY, ETC.
Summary, etc. The present study has been conducted in order to study and develop the wind tunnel test methods (HFFB and HFPI techniques) on tall building models for the TU-AIT wind tunnel. Both techniques were carried out to compare in both wind-induced forces and responses. The experiments of both methods were performed on two tall buildings{u2019} models such as simple (standard CAARC building) and complex (Overseas Union Bank Centre building) shape model. In comparative procedure, the verification of the HFPI measurement is the first step by comparing with the HFFB result in both simple and complex shape models. Then, the verification of correction factors for HFFB was carried out. The correction factors have been proposed by Holmes (J.D.Holmes, 1987) to correct the linear mode shape limitation of HFFB technique. When the both methods can provide the appropriate results, the determination of wind-induced responses would be conducted. In determining the responses, the various effects can be investigated that are the effect of correlation among the forces in different axis, the effect of the higher mode and the effect of the coupled mode analysis. For both simple and complex shape buildings, the results obtained from HFFB and HFPI methods have good agreement with also being compatible with earlier works. Moreover, the mode shape correction factors of HFFB method are successful to approximate the modal force under analyzing non-linear mode shape. In comparative responses, it seems that, in the CAARC building, the correlation and the higher mode have no significant effects on the responses. However, in the modified CAARC building (the standard CAARC building that was modified the structural properties having unsymmetrical stiffness system), the coupled mode analysis affects significantly on both displacement and acceleration. Lastly, in both coupled and uncoupled analyses, the extreme response of the building can be determined by using both methods with good agreement.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Wind tunnels
General subdivision Testing
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Tall buildings
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Thanakorn Pheeraphan,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Punchet Thammarak,
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 AIT 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. ST-13-09
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B04015 ">http://203.159.5.9/ait-thesis/detail.php?q=B04015 </a>
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b mnait
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a 240404
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 140619
First date, FD (RLIN) m
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962 ## -
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-- Abstract--AIT Thesis no.ST-13-09
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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Koha item type 20-AIT Publication
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Koha item type 40-Archives
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Koha item type 67-Electronic Resource
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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-13-09 30050120304224 17/08/2026 1 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 50.00   AIT Thesis no.ST-13-09 30050120818207 17/08/2026 2 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no.ST-13-09 30050120401178 17/08/2026 1 17/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no.ST-13-09   17/08/2026   17/08/2026 67-Electronic Resource
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