Comparative parametric study on reinforced concrete column cross-section for strength and ductility (Record no. 19647)

MARC details
000 -LEADER
fixed length control field 03784nas a2200421 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817173337.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 100714s2008 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12080299
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-08-07
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Qaasim, Mohammad
245 10 - TITLE STATEMENT
Title Comparative parametric study on reinforced concrete column cross-section for strength and ductility
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. 2008
300 ## - PHYSICAL DESCRIPTION
Extent 1 online resource (87 leaves) :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-08-07
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, 2008
520 ## - SUMMARY, ETC.
Summary, etc. Several parameters and corresponding performance of the reinforced concrete column cross-sections (square, rectangular, circular, T-shape, I-shape, cross-shape, L-shape and C-shape) under different loading conditions have been studied in order to determine the suitable cross-sections for strength and ductility. In study of each cross-section shape, parameters include compressive strength of concrete (fe), tensile strength of steel (fy), steel ratio (AsiA;), and load ratio (Pu/Pn) and bending direction. All sections have been analyzed under uniaxial and biaxial bending, and consequently, the moment capacity and flexural ductility of the cross-sections were determined. In order to demonstrate the behavior and performance of the sections in terms of strength and ductility, CSI Section Builder software has been used to generate the P-M interaction surface and moment-curvature relationship for each section. Considering the different sections, number of parameters in every section and various loading conditions, a total of around 1,800 cases were generated. In this regard, comparison was performed by means of setting the cross-sectional area constant while changing the other variables. The procedures started within each section shape, and then comparisons were made a cross the section in order to determine the appropriate cross-section for strength and ductility. Results of the study have extracted and compiled on the tables. The result are deemed very useful in the preliminary design stage of important structures such as buildings with complicated column geometry and high architectural demand, bridges piers, and hydraulic structures as it gives a practical guide in selecting the appropriate section.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Reinforced concrete
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Columns, Concrete
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Anwar, Naveed,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Worsak Kanok-Nukulchai,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Development Bank (ADB),
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-08-07
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B03967 ">http://203.159.5.9/ait-thesis/detail.php?q=B03967 </a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12080299
b mnait
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) 100714
First date, FD (RLIN) m
-- a
-- u
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120818397
CREATED CREATED : 2009-02-14
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LCHKIN LCHKIN : 2018-11-11
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Barcode Barcode : 30050120818413
CREATED CREATED : 2009-02-14
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160100763
CREATED CREATED : 2016-04-22
RECORD Id RECORD # : i12950579
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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-08-07 30050120818397 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-08-07 30050120818413 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-08-07 30050160100763 17/08/2026 1 17/08/2026 40-Archives
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