Material and geometrical nonlinear behaviour of cable-stayed bridges under static loads (Record no. 73708)

MARC details
000 -LEADER
fixed length control field 04054nam a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818154523.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 290798 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10425469
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. ST-89-12
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Rah, Sung-yoon
245 10 - TITLE STATEMENT
Title Material and geometrical nonlinear behaviour of cable-stayed bridges under static loads
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1989
300 ## - PHYSICAL DESCRIPTION
Extent 101 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-89-12
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, 1989
520 ## - SUMMARY, ETC.
Summary, etc. The geometrical and material nonlinear behaviour of three cable-stayed bridge systems under different types of static loads is investigated. The first two bridge systems are scaled reinforced concrete models consisting of one and two steel towers respectively, which have been tested at the Swiss Federal Institute of Technology in Lausanne, Switzerland. The third bridge system is the Rama IX cable-stayed bridge in Bangkok, Thailand. The scaled models have relatively thin concrete decks. The effect of deck thickness on the nonlinear load-dis placement behaviour is studied. All bridges are modelled as two-dimensional finite element systems and only in- plane loads a r e considered. Soil-structure interaction effects are disregarded a nd proportional loading is assumed. The tower and deck are modelled by beam elements and the cables by truss elements. The effect of cable sag, represented by an equivalent modulus of elasticity, is considered for Rama IX bridge. The following types of linear and nonlinear analyses are discussed: Ci) s mall displacements a nd linear -elastic material, Cii> large displacements and linear-eastic material, Ciii) small displacements and elasto-plastic material, and Ci v> large displacements and elasto-plastic material. For Rama IX bridge, which is a steel structure, only the material nonlinearity of the cables is modelled whereas for the scaled bridge models the inelastic moment-curvature relation of the deck girder and towers is also taken into account. The analysis is carried out with the computer program ANSYS. The results for different types of incrementally applied loads show that both geometric and material nonlinearities affect the response of cable-stayed bridges. In the cases studied, material nonlinearities play a greater role than geometric nonlinearities, and nonlinearities can be disregarded for service loads. The ultimate load of the bridges is reached when cable stresses reach t he yield limit. However, the experimental investigations s how that concrete failure of the deck (local failure) governs the capacity of the bridge.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Dead loads (Mechanics)
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Bridges, Cable-stayed
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Wireland, Martin,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Gupta, Satyendra P.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Ueda, Tamon,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Government of Japan,
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-89-12
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18124">http://203.159.5.9/ait-thesis/detail.php?q=B18124</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10425469
b mnait
c s
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240401
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
-- a
-- s
-- 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 : 30050003064291
CREATED CREATED : 1995-10-15
RECORD Id RECORD # : i10531440
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050003064309
CREATED CREATED : 1995-10-15
RECORD Id RECORD # : i10531452
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160068705
CREATED CREATED : 2016-08-04
RECORD Id RECORD # : i12932152
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
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. ST-89-12 30050003064291 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. ST-89-12 30050003064309 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. ST-89-12 30050160068705 18/08/2026 1 18/08/2026 40-Archives
คัดลอกแล้ว!