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Volumn 28, Issue 5, 2006, Pages 793-803

Nonlinear aerostatic stability analysis of suspension bridges

Author keywords

Aerostatic stability; Akashi Kaikyo bridge; Geometric nonlinearity; Material nonlinearity; Suspension bridges

Indexed keywords

AERODYNAMIC LOADS; AERODYNAMICS; BRIDGE COMPONENTS; BUCKLING; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STIFFNESS MATRIX; TORSIONAL STRESS; WIND EFFECTS;

EID: 30844462972     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.10.008     Document Type: Article
Times cited : (95)

References (23)
  • 1
    • 0032139917 scopus 로고    scopus 로고
    • Flutter stability of very long suspension bridges
    • M.A. Astiz Flutter stability of very long suspension bridges J Bridge Eng, ASCE 3 3 1998 132-139
    • (1998) J Bridge Eng, ASCE , vol.3 , Issue.3 , pp. 132-139
    • Astiz, M.A.1
  • 3
    • 0036605322 scopus 로고    scopus 로고
    • Nonlinear aerostatic stability analysis of Jiang Yin suspension bridge
    • J. Cheng J.J. Jiang R.C. Xiao H.F. Xiang Nonlinear aerostatic stability analysis of Jiang Yin suspension bridge Eng Struct 24 2002 773-781
    • (2002) Eng Struct , vol.24 , pp. 773-781
    • Cheng, J.1    Jiang, J.J.2    Xiao, R.C.3    Xiang, H.F.4
  • 5
    • 30844444489 scopus 로고
    • Committee on wind effects of the committee on dynamic effects of the structural division
    • Wind Loading and Wind-Induced Structural Response. New York (NY): ASCE
    • Wind Loading and Wind-Induced Structural Response Committee on wind effects of the committee on dynamic effects of the structural division 1987 ASCE New York (NY)
    • (1987)
  • 6
    • 0028372533 scopus 로고
    • Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges
    • V. Boonyapinyo H. Yamada T. Miyata Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges J Struct Eng, ASCE 120 2 1994 3196-3237
    • (1994) J Struct Eng, ASCE , vol.120 , Issue.2 , pp. 3196-3237
    • Boonyapinyo, V.1    Yamada, H.2    Miyata, T.3
  • 7
    • 30844452127 scopus 로고    scopus 로고
    • Possibility and limitations of long-span cable-stayed bridges based on static and dynamic instability analysis
    • Springer Tokyo
    • M. Nagai X. Xie H. Yamaguchi Y. Fujino Possibility and limitations of long-span cable-stayed bridges based on static and dynamic instability analysis Proc. int. seminar on bridge aerodynamic perspective 1999 Springer Tokyo 125-136
    • (1999) Proc. Int. Seminar on Bridge Aerodynamic Perspective , pp. 125-136
    • Nagai, M.1    Xie, X.2    Yamaguchi, H.3    Fujino, Y.4
  • 8
    • 0037403436 scopus 로고    scopus 로고
    • NASAB: A finite element software for the nonlinear aerostatic stability analysis of cable-supported bridge
    • J. Cheng R.C. Xiao H.F. Xiang J.J. Jiang NASAB: A finite element software for the nonlinear aerostatic stability analysis of cable-supported bridge Eng Struct 34 2003 287-296
    • (2003) Eng Struct , vol.34 , pp. 287-296
    • Cheng, J.1    Xiao, R.C.2    Xiang, H.F.3    Jiang, J.J.4
  • 12
    • 0022757555 scopus 로고
    • 3D beam-column element with generalized plastic hinges
    • G.H Powell P.F. Chen 3D beam-column element with generalized plastic hinges J Struct Eng, ASCE 112 7 1986 627-641
    • (1986) J Struct Eng, ASCE , vol.112 , Issue.7 , pp. 627-641
    • Powell, G.H.1    Chen, P.F.2
  • 15
    • 1542690933 scopus 로고
    • Wind resistant design code for Honshu-Shikoku bridge
    • Japan: Honshu-Shikoku Bridge Authority. [in Japanese]
    • Wind resistant design code for Honshu-Shikoku bridge 1976 Honshu-Shikoku Bridge Authority Japan [in Japanese]
    • (1976)
  • 16
    • 0012090912 scopus 로고
    • Wind resistant design code for Akashi-Kaikyo bridge
    • Japan: Honshu-Shikoku Bridge Authority
    • Wind resistant design code for Akashi-Kaikyo bridge 1990 Honshu-Shikoku Bridge Authority Japan [in Japanese]
    • (1990)
  • 17
    • 30844452348 scopus 로고
    • Engineering note for Akashi Kaikyo bridge
    • Japan: Honshu-Shikoku Bridge Authority
    • Engineering note for Akashi Kaikyo bridge. Japan: Honshu-Shikoku Bridge Authority; 1992
    • (1992)
  • 20
    • 0344815943 scopus 로고
    • Full-bridge-model wind-tunnel experiment of Akashi Kaikyo bridge
    • Ann. Rep. Tokyo, Japan: Honshu-Shikoku Bridge Authority; 1995 [in Japanese]
    • Full-bridge-model wind-tunnel experiment of Akashi Kaikyo bridge. Ann. Rep. 1995, Tokyo, Japan: Honshu-Shikoku Bridge Authority; 1995 [in Japanese]
    • (1995)
  • 21
    • 0005048918 scopus 로고
    • Full model testing of large cable-supported bridges
    • Miyata T. Full model testing of large cable-supported bridges. In: Proc. 9th int. conf. on wind engineering. 1995; p. 249-80
    • (1995) Proc. 9th Int. Conf. On Wind Engineering , pp. 249-280
    • Miyata, T.1
  • 23
    • 0032803626 scopus 로고    scopus 로고
    • Advanced aerodynamic analysis of suspension bridges by state-space approach
    • V. Boonyapinyo T. Miyata H. Yamada Advanced aerodynamic analysis of suspension bridges by state-space approach J Struct Eng, ASCE 125 12 1999 1357-1366
    • (1999) J Struct Eng, ASCE , vol.125 , Issue.12 , pp. 1357-1366
    • Boonyapinyo, V.1    Miyata, T.2    Yamada, H.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.