Analysis of natural frequencies and mode shapes of reinforced concrete medium-rise slab-column frame buildings (Record no. 4896)

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000 -LEADER
fixed length control field 03306nas|a2200409 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817162409.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 030815s2003 th uzm rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11894106
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-03-24
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Attapol Kobkaiyakit
245 10 - TITLE STATEMENT
Title Analysis of natural frequencies and mode shapes of reinforced concrete medium-rise slab-column frame 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. 2003
300 ## - PHYSICAL DESCRIPTION
Extent 124 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-03-24
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2003
520 ## - SUMMARY, ETC.
Summary, etc. Analytical method used to predict the dynamic properties of two medium-rise reinforced concrete slab-column frame buildings is developed in this study. In analytical method, three-dimensional finite element models of these buildings are built to assess their dynamic properties such as natural frequencies and mode shapes. The dynamic properties obtained from finite element models have been analyzed and compared with those obtained from ambient vibration measurements. Several important factors the significantly affect the dynamic properties of building are considered in finite element modeling such as the stiffuess of pile foundations in Bangkok's soil, and the mechanical properties of masonry infill walls. These models can be categorized into two cases: (1) the fixed base model, and (2) the flexible base mode. For first building without basement, the analytical results indicate that the flexible base model, taking into account the flexible foundation, gives excellent agreement with the measured results in translational mode, but the fixed base model gives the better prediction of torsional mode. For second building with basement, the effects of embedment and soil-structure interaction need to be considered in modeling to obtain a good correlation between measured results and analytical results. In summary, soil-structure interaction effects and the contributions of masonry walls should be considered in modeling to predict dynamic properties of medium-rise reinforced concrete slab-column frame buildings in Bangkok.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Finite element method
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Slabs
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Reinforced concrete
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Kim, Kidu,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Barry, William Joseph,
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
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-03-24
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B08917">http://203.159.5.9/ait-thesis/detail.php?q=B08917</a>
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a .b11894106
b mnait
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a 240404
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 030815
First date, FD (RLIN) m
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-- u
-- 0
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 : 30050120745541
CREATED CREATED : 2014-04-29
RECORD Id RECORD # : i12792731
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160067723
CREATED CREATED : 2016-04-19
RECORD Id RECORD # : i12937575
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 50.00   AIT Thesis no.ST-03-24 30050120745541 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-03-24 30050160067723 17/08/2026 1 17/08/2026 40-Archives
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