Application of digital filtering to investigate higher mode effects on nonlinear seismic responses in wall-type buildings (Record no. 6551)

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005 - DATE AND TIME OF LATEST TRANSACTION
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fixed length control field 201099s1999 th uu m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11764673
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. ST-99-28
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Praween Chusilp
245 10 - TITLE STATEMENT
Title Application of digital filtering to investigate higher mode effects on nonlinear seismic responses in wall-type buildings
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1999
300 ## - PHYSICAL DESCRIPTION
Extent 112 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-99-28
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1999
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
520 ## - SUMMARY, ETC.
Summary, etc. The effects of higher vibration modes on nonlinear seismic responses in wall-type buildings are investigated. Wall-type buildings with different numbers of stories and different design inelastic levels are modeled as isolated cantilever walls with bilinear hysteretic behavior. The structures are subjected to a single earthquake ground motion record and their nonlinear seismic responses are determined by performing nonlinear dynamic analyses through DRAIN-2DX Program. Seismic responses of interest are story shears, story moments, and story displacements. In the first step, the higher mode effects on these responses are identified in a typical way, that is by using the ratio of maximum response of a MDOF system to that of the SDOF counterpart. The results confirm that the amplification of seismic responses due to higher mode effects increases significantly with the structure period and the design inelastic level. The importance of higher modes is noticed in this step. A more effective technique for investigating higher mode effects on nonlinear seismic responses, so-called digital filtering, is introduced. By employing this technique, modal responses can be decomposed from the total one. Response histories in the first three modes are obtained. The variation of mode shapes and force distribution patterns, maximum modal responses, and contribution of each mode to maximum total responses are consequently evaluated. These results qualitatively reflect mechanism of higher mode vibrations of inelastic systems. It is evidenced that the validity of application of digital filtering to decompose responses in higher modes is satisfactory in cases of shear and moment responses. Filtered displacement responses in higher modes are found to be inaccurate.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Buildings
General subdivision Earthquake effects
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Wijeyewickrema, Anil C.,
Relator term Examination committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Takewaka, Koji,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology Partial Scholarship,
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-99-28
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B13061">http://203.159.5.9/ait-thesis/detail.php?q=B13061</a>
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Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 991020
First date, FD (RLIN) m
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
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CREATED CREATED : 2016-04-21
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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-99-28 30050120709380 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-99-28 30050120709414 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-99-28 30050160101878 17/08/2026 1 17/08/2026 40-Archives
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