Analysis of cable-stayed bridges incorporating finite strip and substructure technique (Record no. 4627)

MARC details
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005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817162315.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 060898 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10080612
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. ST-80-11
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Kansakar, Rajendra Krishna
245 10 - TITLE STATEMENT
Title Analysis of cable-stayed bridges incorporating finite strip and substructure technique
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1980
300 ## - PHYSICAL DESCRIPTION
Extent vi, 47 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-80-11
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, 1980
520 ## - SUMMARY, ETC.
Summary, etc. A numerical scheme incorporating the finite strip-flexibility approach in conjunction with the substructure technique is proposed for static linear analyses of straight cable-stayed bridges. In this approach the whole bridge is treated as an assemblage of two substructures, a continuous box girder substructure and a cable-tower substructure. The vertical deflections at the cable-girder connection points and at a finite number of load points are taken as the reduced degrees-of-freedom of the girder substructure. The effect of axial deformations in the box girder is neglected for simplicity. For the cable-tower subsystem all degrees-of freedom at the joints are considered with appropriate boundary conditions taken into account. The flexibility matrix of the box girder (with intermediate supports and diaphragms) is obtained by using the finite strip method in conjunction with the flexibility approach . The reduced stiffness -matrix of this system, evaluated by inverting this flexibility matrix, is then assembled with the stiffness matrix of the cable-tower. substructure. The latter is obtained by the standard finite element procedure, with the cables modeled as truss elements and the tower as segments of beam elements. A cable stayed box girder bridge was analyzed to evaluate the advantages and disadvantages of the proposed scheme as compared to the finite element method, The analysis procedure gives sufficiently accurate estimate of the stiffness of the cable-stayed bridge and is competitive to the finite element method in terms of computation efficiency.
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 Bridges, Cable-stayed
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pichai Nimityongskul,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Panitan Lukkunaprasit,
Relator term Co-Chairperson
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 Canadian Government,
Relator term Scholardhip 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-80-11
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B22125">http://203.159.5.9/ait-thesis/detail.php?q=B22125</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
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 : 30050003079364
CREATED CREATED : 1995-10-13
RECORD Id RECORD # : i10082256
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CREATED CREATED : 1995-10-13
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Barcode Barcode : 30050160013891
CREATED CREATED : 2016-04-04
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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 10.00   AIT Thesis no. ST-80-11 30050003079364 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 10.00   AIT Thesis no. ST-80-11 30050003079372 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-80-11 30050160013891 17/08/2026 1 17/08/2026 40-Archives
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