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Volumn 71, Issue 4, 1999, Pages 397-412

Some modeling aspects in the nonlinear finite element analysis of cable supported bridges

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; ITERATIVE METHODS; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN; SUSPENSION BRIDGES;

EID: 0032664745     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(98)00244-2     Document Type: Article
Times cited : (246)

References (41)
  • 2
    • 0042352879 scopus 로고    scopus 로고
    • Dynamic response of cable-stayed bridges subjected to moving vehicles
    • Licentiate Thesis, Department of Structural Engineering, Royal Institute of Technology, Stockholm
    • Karoumi R. Dynamic response of cable-stayed bridges subjected to moving vehicles. Licentiate Thesis, TRITA-BKN Bulletin 22, Department of Structural Engineering, Royal Institute of Technology, Stockholm 1996.
    • (1996) TRITA-BKN Bulletin , vol.22
    • Karoumi, R.1
  • 4
    • 0025664248 scopus 로고
    • Three-dimensional nonlinear static analysis of cable-stayed bridges
    • Nazmy A.S., Abdel-Ghaffar A.M. Three-dimensional nonlinear static analysis of cable-stayed bridges. Comput Struct. 34:1990;257-271.
    • (1990) Comput Struct , vol.34 , pp. 257-271
    • Nazmy, A.S.1    Abdel-Ghaffar, A.M.2
  • 7
    • 0344158919 scopus 로고
    • Static and dynamic analysis of guy cables
    • Dean D.L. Static and dynamic analysis of guy cables. J Struct Div ASCE. 87:1961;1-21.
    • (1961) J Struct Div ASCE , vol.87 , pp. 1-21
    • Dean, D.L.1
  • 8
    • 0019526580 scopus 로고
    • Computer analysis of extensible cables
    • Huddleston J.V. Computer analysis of extensible cables. J Engng Mech Div ASCE. 107:1981;27-37.
    • (1981) J Engng Mech Div ASCE , vol.107 , pp. 27-37
    • Huddleston, J.V.1
  • 9
    • 0028463717 scopus 로고
    • Poisson effect in extensible cables with both ends fixed
    • Huddleston J.V., Ham H.J. Poisson effect in extensible cables with both ends fixed. J Engng Mech Div ASCE. 120:1994;1590-1595.
    • (1994) J Engng Mech Div ASCE , vol.120 , pp. 1590-1595
    • Huddleston, J.V.1    Ham, H.J.2
  • 12
    • 0029208878 scopus 로고
    • Fully nonlinear analysis of composite girder cable-stayed bridges
    • Adeli H., Zhang J. Fully nonlinear analysis of composite girder cable-stayed bridges. Comput Struct. 54:1995;267-277.
    • (1995) Comput Struct , vol.54 , pp. 267-277
    • Adeli, H.1    Zhang, J.2
  • 13
    • 0027307696 scopus 로고
    • Nonlinear modelling of cable-stayed bridges
    • Kanok-Nukulchai W., Hong G. Nonlinear modelling of cable-stayed bridges. J Construct Steel Res. 26:1993;249-266.
    • (1993) J Construct Steel Res , vol.26 , pp. 249-266
    • Kanok-Nukulchai, W.1    Hong, G.2
  • 15
    • 0038154718 scopus 로고
    • Nonlinear behaviour of long-span cable-stayed bridges
    • Bruno D., Grimaldi A. Nonlinear behaviour of long-span cable-stayed bridges. Meccanica. 20:1985;303-313.
    • (1985) Meccanica , vol.20 , pp. 303-313
    • Bruno, D.1    Grimaldi, A.2
  • 16
    • 0029633888 scopus 로고
    • Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings
    • Ali H.M., Abdel-Ghaffar A.M. Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings. Comput Struct. 54:1995;461-492.
    • (1995) Comput Struct , vol.54 , pp. 461-492
    • Ali, H.M.1    Abdel-Ghaffar, A.M.2
  • 18
    • 0028372533 scopus 로고
    • Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges
    • Boonyapinyo V., Yamada H., Miyata T. Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges. J Struct Engng ASCE. 120:1994;486-506.
    • (1994) J Struct Engng ASCE , vol.120 , pp. 486-506
    • Boonyapinyo, V.1    Yamada, H.2    Miyata, T.3
  • 19
    • 0000962924 scopus 로고
    • A finite element for 3-D prestressed cablenets
    • Gambhir M.L., Batchelor B. A finite element for 3-D prestressed cablenets. Int J Numer Meth Engng. 11:1977;1699-1718.
    • (1977) Int J Numer Meth Engng , vol.11 , pp. 1699-1718
    • Gambhir, M.L.1    Batchelor, B.2
  • 20
    • 0018294369 scopus 로고
    • A finite element approach for cable problems
    • Ozdemir H. A finite element approach for cable problems. Int J Solids Structures. 15:1979;427-437.
    • (1979) Int J Solids Structures , vol.15 , pp. 427-437
    • Ozdemir, H.1
  • 21
    • 0003474648 scopus 로고    scopus 로고
    • Englewood Cliffs, New Jersey: Prentice-Hall
    • Bathe K.J. Finite element procedures. 1996;Prentice-Hall, Englewood Cliffs, New Jersey.
    • (1996) Finite Element Procedures
    • Bathe, K.J.1
  • 22
    • 0002259804 scopus 로고
    • Cable movements under two-dimensional loads
    • O'Brien T., Francis A.J. Cable movements under two-dimensional loads. J Struct Div ASCE. 90:1964;89-123.
    • (1964) J Struct Div ASCE , vol.90 , pp. 89-123
    • O'Brien, T.1    Francis, A.J.2
  • 23
    • 0002979566 scopus 로고
    • General solution of suspended cable problems
    • O'Brien T. General solution of suspended cable problems. J Struct Div ASCE. 93:1967;1-26.
    • (1967) J Struct Div ASCE , vol.93 , pp. 1-26
    • O'Brien, T.1
  • 24
    • 0018532837 scopus 로고
    • Analysis of cable structures
    • Peyrot A.H., Goulois A.M. Analysis of cable structures. Comput Struct. 10:1979;805-813.
    • (1979) Comput Struct , vol.10 , pp. 805-813
    • Peyrot, A.H.1    Goulois, A.M.2
  • 25
    • 0019701408 scopus 로고
    • A curved element for the analysis of cable structures
    • Jayaraman H.B., Knudson W.C. A curved element for the analysis of cable structures. Comput Struct. 14:1981;325-333.
    • (1981) Comput Struct , vol.14 , pp. 325-333
    • Jayaraman, H.B.1    Knudson, W.C.2
  • 26
    • 0017973205 scopus 로고
    • Analysis of flexible transmission lines
    • Peyrot A.H., Goulois A.M. Analysis of flexible transmission lines. J Struct Div ASCE. 104:1978;763-779.
    • (1978) J Struct Div ASCE , vol.104 , pp. 763-779
    • Peyrot, A.H.1    Goulois, A.M.2
  • 28
    • 0042352879 scopus 로고    scopus 로고
    • Dynamic response of cable-stayed bridges subjected to moving vehicles
    • Karoumi R. Dynamic response of cable-stayed bridges subjected to moving vehicles. IABSE 15th Congress, Denmark. 1996;87-92.
    • (1996) IABSE 15th Congress, Denmark , pp. 87-92
    • Karoumi, R.1
  • 30
    • 0026254372 scopus 로고
    • Importance of cable vibration in dynamics of cable-stayed bridges
    • Abdel-Ghaffar A.M., Khalifa M.A. Importance of cable vibration in dynamics of cable-stayed bridges. J Engng Mech ASCE. 117:1991;2571-2589.
    • (1991) J Engng Mech ASCE , vol.117 , pp. 2571-2589
    • Abdel-Ghaffar, A.M.1    Khalifa, M.A.2
  • 35
    • 0027455720 scopus 로고
    • Aerodynamic aspects of the final design of the 1624 m suspension bridge across the Great Belt
    • Larsen A. Aerodynamic aspects of the final design of the 1624 m suspension bridge across the Great Belt. J Wind Engng Industr Aerodyn. 48:1993;261-285.
    • (1993) J Wind Engng Industr Aerodyn , vol.48 , pp. 261-285
    • Larsen, A.1
  • 37
    • 0345383197 scopus 로고    scopus 로고
    • Personal communication
    • Gimsing NJ (Technical University of Denmark), Tanaka H (Danish Maritime Institute), Esdahl S (COWI consult A/S). Personal communication, 1997.
    • (1997)
    • Gimsing, N.J.1    Tanaka, H.2    Esdahl, S.3
  • 39
    • 0026253929 scopus 로고
    • 3-D nonlinear seismic behavior of cable-stayed bridges
    • Abdel-Ghaffar A.M., Nazmy A.S. 3-D nonlinear seismic behavior of cable-stayed bridges. J Struct Engng ASCE. 117:1991;3456-3476.
    • (1991) J Struct Engng ASCE , vol.117 , pp. 3456-3476
    • Abdel-Ghaffar, A.M.1    Nazmy, A.S.2
  • 40
    • 85031619252 scopus 로고    scopus 로고
    • Dynamic analyses of static instability phenomena
    • Licentiate Thesis, Department of Structural Engineering, Royal Institute of Technology, Stockholm
    • Forsell K. Dynamic analyses of static instability phenomena. Licentiate Thesis, TRITA-BKN Bulletin 34, Department of Structural Engineering, Royal Institute of Technology, Stockholm 1997.
    • (1997) TRITA-BKN Bulletin , vol.34
    • Forsell, K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.