Inelastic stability of diagonal braces in building frames (Record no. 60049)

MARC details
000 -LEADER
fixed length control field 04641cas|a2200433 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818143132.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 131197s1976 th u m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10358572
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Diss. no. D18
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Supachai Limpisvasti
245 10 - TITLE STATEMENT
Title Inelastic stability of diagonal braces in building frames
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 41 p. +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Dissertation ;
Volume/sequential designation no.D18
500 ## - GENERAL NOTE
General note A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Engineering of the Asian Institute of Technology, Bangkok, Thailand
502 ## - DISSERTATION NOTE
Dissertation note Thesis (Ph.D.) - Asian Institute of Technology, 1976
520 ## - SUMMARY, ETC.
Summary, etc. The elastic-plastic behavior of diagonal braces in building frames, which are rigidly connected to relatively rigid beams and columns and subjected to relative horizontal displacement induced by horizontal loads, is investigated both theoretically and experimentally with particular reference to the post-buckling behavior. The analysis is based on commonly adopted piecewise linear approximate moment-thrust interaction curves and bilinear elastic-plastic moment-curvature relations. Thus the differential equation governing the elastic bending of compression member is applicable to the entire domain of the brace in the elastic, elastic-plastic and mechanism states with the formation of plastic hinges which mark the transition between consecutive states and divide the brace into separate domains. The results of the theoretical investigation show that, depending on the slenderness ratio, diagonal braces exhibit three distinct characteristics. For short braces the horizontal load-displacement rela-tions are stable in the elastic and elastic-plastic states, which ter»minates by axial yielding at incipient plastic collapse. In the medium slenderness ratio range, the braces attain the maximum loads at the termination of the elastic-plastic state for a narrow lower medium range, but at the termination of the elastic state for the upper medium range. In both cases, the stable branches of the horizontal load-displacement curves are followed by a steep unloading branch, with initially positive slope which becomes infinite at a point beyond which the curves become unstable. Finally, long braces behave elastically until the maximum loads are attained at the termination of the elastic state, and the un»loading branches of the horizontal load-displacement curves, which cha»racterize the elastic-plastic and mechanism states, are unstable. The maximum loads as well as the horizontal load-displacement curves observed in the experimental investigation agree well with the theoretical prediction for short braces. In the medium range, however, the maximum experimental loads are smaller than the theoretical predictions and occur consistently in the vicinity of the point of infinite slope in the theoretical horizontal load-displacement curves. The experimental curves start to deviate from the theoretical curves shortly before reaching and snap through at this point, showing rapid increase in the displacement. For practical purposes, a simple means for predicting the maximum loads in this range is recommended in view of these findings.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Elastic plates and shells
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 Framing (Building)
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Morino, Shosuke,
Relator term Chair person
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Lee, Seng Lip,
Relator term Examination Committee
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Dissertation ;
Volume/sequential designation no.D18
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B00387">http://203.159.5.9/ait-thesis/detail.php?q=B00387</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
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
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Holdings
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Diss. no. D18 30050003056602 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 Diss. no. D18 30050003056594 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 Diss. no. D18 30050160039748 18/08/2026   18/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Diss. no. D18 30050121052632 18/08/2026 1 18/08/2026 40-Archives
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