Inelastic stability of wide-flange columns with side sway (Record no. 60051)

MARC details
000 -LEADER
fixed length control field 03434nam a2200445 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818143133.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 200198 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10358596
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. 954
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Mongkon Jearranai-arporn
245 10 - TITLE STATEMENT
Title Inelastic stability of wide-flange columns with side sway
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1976
300 ## - PHYSICAL DESCRIPTION
Extent 26 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. 954
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1976
520 ## - SUMMARY, ETC.
Summary, etc. Investigated in this study is the elastic-plastic behavior of wide-flange columns in building frames subjected to axial and horizontal loads and external moments at both ends. The column is elastically restrained against rotations at both ends by adjacent beams , and free to sway laterally. The differential equation governing the deflection of the column is derived in a simple form, based on the fixed coordinate system with the origin at the centroid of the original cross section, and proved valid for both the elastic and the elastic-plastic states of loading. The application of the finite difference expression to the governing differential equation and the boundary conditions yields a set of simultaneous equations, the deflection at each subdivision point being unknown. An iterative procedure of the numerical computation is discussed for solving the simultaneous equations which are modified to avoid the situation of non-convergence of the solution in the vicinity of the maximum load. The parametric study reveals that the intensity of the axial load, the column length, the beam-to-column stiffness ratio and the beam stiffness ratio are the main parameters affecting on the column behavior. As a conclusion, simple formulas are derived for the approximation of the maximum load carrying capacity of the column and the deflection at the maximum load, and the results are compared with the actual ones obtained by the numerical analysis.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Plasticity
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Elasticity
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Columns
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Morino, Shosuke,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Karasudhi, Pisidhi,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tongchat Hongladaromp,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Cook, David J.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Japanese 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. 954
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B22788">http://203.159.5.9/ait-thesis/detail.php?q=B22788</a>
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c x
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 1
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
-- a
-- x
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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 : 30050002894516
CREATED CREATED : 1994-05-17
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CREATED CREATED : 1995-06-01
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Barcode Barcode : 30050160089917
CREATED CREATED : 2016-04-28
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired 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 18/08/2026   AIT Thesis no. 954 30050002894516 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. 954 30050003038972 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no. 954 30050160089917 18/08/2026   18/08/2026 40-Archives
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