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Volumn 10, Issue 4, 2004, Pages 277-284

Displacement analysis of asymmetrically loaded cable

Author keywords

Asymmetric loading; Cable structure; Kinematic displacements; Non linear analysis

Indexed keywords

BRIDGES; COMPUTER SIMULATION; ERROR ANALYSIS; FUNCTIONS; KINEMATICS;

EID: 11844277056     PISSN: 13923730     EISSN: 18223605     Source Type: Journal    
DOI: 10.1080/13923730.2004.9636320     Document Type: Article
Times cited : (19)

References (26)
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  • 20
    • 0033023945 scopus 로고    scopus 로고
    • Half-span loading of cable structures
    • Kulbach, V. Half-span loading of cable structures. Journal of Constructional Steel Research, Vol 49, No 2, 1999, p. 167-180.
    • (1999) Journal of Constructional Steel Research , vol.49 , Issue.2 , pp. 167-180
    • Kulbach, V.1
  • 21
    • 0023330248 scopus 로고
    • Deflection theory analysis of different cable profiles for suspension bridges
    • Jennings, A. Deflection theory analysis of different cable profiles for suspension bridges. Engineering Structures, Vol 9, Issue 2, 1987, p. 84-94.
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    • Jennings, A.1
  • 23
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    • Some modeling aspects in the nonlinear finite element analysis of cable supported bridges
    • Karoumi, R. Some modeling aspects in the nonlinear finite element analysis of cable supported bridges. Computers and Structures, Vol 71, Issue 4, 1999, p. 397-412.
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    • Karoumi, R.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.