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Volumn 124, Issue 11, 1998, Pages 1313-1322

Unified finite difference formulation for free vibration of cables

Author keywords

[No Author keywords available]

Indexed keywords

BENDING MOMENTS; BRIDGE CABLES; CABLE STAYED BRIDGES; DAMPING; FINITE DIFFERENCE METHOD; STIFFNESS; TENSILE STRESS; VIBRATION CONTROL;

EID: 0032207367     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:11(1313)     Document Type: Article
Times cited : (241)

References (10)
  • 1
    • 0001098642 scopus 로고
    • A combined method for measuring cable forces: The cable-stayed Alamillo Bridge, Spain
    • Casas, J. R. (1994). "A combined method for measuring cable forces: the cable-stayed Alamillo Bridge, Spain." Struct. Engrg. Int., 3, 235-240.
    • (1994) Struct. Engrg. Int. , vol.3 , pp. 235-240
    • Casas, J.R.1
  • 2
    • 0038940399 scopus 로고    scopus 로고
    • Chapter 28: Matrix methods of analysis
    • M. H. Harris, ed., McGraw-Hill, New York
    • Crandall, S. H., and McCalley Jr., R. B. (1996). "Chapter 28: matrix methods of analysis." Handbook of shock and vibration, M. H. Harris, ed., McGraw-Hill, New York.
    • (1996) Handbook of Shock and Vibration
    • Crandall, S.H.1    McCalley Jr., R.B.2
  • 3
    • 0040124388 scopus 로고    scopus 로고
    • Mathematics and Comp Sci. Div., Argonne National Laboratory, Argonne, Ill.
    • EISPACK: A package for solving matrix eigenvalue problems. (1997). Mathematics and Comp Sci. Div., Argonne National Laboratory, Argonne, Ill.
    • (1997) EISPACK: A Package for Solving Matrix Eigenvalue Problems
  • 4
    • 0004283895 scopus 로고
    • Dover Publications, Inc., New York
    • Irvine, M. (1992). Cable structures. Dover Publications, Inc., New York.
    • (1992) Cable Structures
    • Irvine, M.1
  • 7
    • 0026393138 scopus 로고
    • Dynamic stiffness matrix of sagging cable
    • ASCE
    • Starossek, U. (1991). "Dynamic stiffness matrix of sagging cable." J. Struct. Engrg., ASCE, 117(12), 2815-2829.
    • (1991) J. Struct. Engrg. , vol.117 , Issue.12 , pp. 2815-2829
    • Starossek, U.1
  • 8
    • 0000181495 scopus 로고
    • Cable dynamics - A review
    • Starossek, U. (1994). "Cable dynamics - a review." Struct. Engrg. Int., 3, 171-176.
    • (1994) Struct. Engrg. Int. , vol.3 , pp. 171-176
    • Starossek, U.1
  • 9
    • 0040124386 scopus 로고    scopus 로고
    • Nondestructive bridge evaluation technology: Bridge stay cable condition assessment
    • Construction Technology Laboratories, Inc., Skokie, Ill.
    • Tabatabai, H., Mehrabi, A. B., Morgan, B. J., and Lotfi, H. R. (1997). "Nondestructive bridge evaluation technology: bridge stay cable condition assessment." Report to the Federal Highway Administration, Construction Technology Laboratories, Inc., Skokie, Ill.
    • (1997) Report to the Federal Highway Administration
    • Tabatabai, H.1    Mehrabi, A.B.2    Morgan, B.J.3    Lotfi, H.R.4
  • 10
    • 0030165795 scopus 로고    scopus 로고
    • Practical formulas for estimation of cable tension by vibration method
    • ASCE
    • Zui, H., Shinke, T., and Namita, Y. (1996). "Practical formulas for estimation of cable tension by vibration method." J. Struct. Engrg., ASCE, 122(6), 651-656.
    • (1996) J. Struct. Engrg. , vol.122 , Issue.6 , pp. 651-656
    • Zui, H.1    Shinke, T.2    Namita, Y.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.