Lateral-torsional buckling of wide-flange beams (Record no. 68573)

MARC details
000 -LEADER
fixed length control field 03354nam a2200445 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818145251.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 200198 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10397516
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. 962
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Su, Shiann-min
245 10 - TITLE STATEMENT
Title Lateral-torsional buckling of wide-flange beams
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 25 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. 962
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 are the elastic and inelastic lateral torsional buckling strengths of wide-flange beams with various boundary conditions subjected to proportionally applied end moments and uniformly distributed load in the plane of the web. The coupled differential equations governing the out-of-plane deflections of the beam buckling in the lateral-torsional manner are derived based on the assumption that no strain-reversed takes place during buckling. Application of finite difference expressions of the governing differential equations yields a set of homogeneous simultaneous equations, the out-of-plane displacements and angles of twist at subdivision points along the beam being unknown. The critical value of the normalized slenderness ratio of the beam under a given value of the loading parameter is numerically obtained as the one that makes the coefficient matrix of the simultaneous equations singular. The numerical results of the parametric study are presented in the form of the maximum moment carrying capacity - the normalized slenderness ratio curves, and they are compared with those given by approximate formulas previously proposed. As a conclusion, a set of simple formulas for the determination of the lateral-torsional buckling strength of elastic and inelastic wide-flange beams are proposed for the practical pur poses.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Structural stability
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Girders
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Buckling (Mechanics)
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 1# - ADDED ENTRY--PERSONAL NAME
Personal name Cook, David J.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Takemiya, Hirokazu,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Government of the Republic of China,
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. 962
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B22800">http://203.159.5.9/ait-thesis/detail.php?q=B22800</a>
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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
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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 : 30050003039111
CREATED CREATED : 1994-05-17
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CREATED CREATED : 1995-06-01
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Barcode Barcode : 30050160091491
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. 962 30050003039111 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. 962 30050003039145 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. 962 30050160091491 18/08/2026   18/08/2026 40-Archives
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