Tangent geometric stiffness of inclined cables under self-weight

Journal of Structural Engineering

Volumn 131, Issue 6, 2005, Pages 941-945

  Der Kiureghian, A ^a   Sackman, J L ^a  

^a 109 McLaughlin Hall   (United States)

Author keywords

Bridges; Cable stayed; Cables; Electric transmission lines; Guyed towers; Stiffness

Indexed keywords

CABLE-STAYED; ELECTRIC TRANSMISSION LINES; GUYED TOWERS; NONLINEAR ANALYSIS;

APPROXIMATION THEORY; BENDING STRENGTH; ELECTRIC LINES; ELECTRIC POWER TRANSMISSION; STIFFNESS; STRUCTURAL DESIGN; TOWERS;

BRIDGE CABLES;

EID: 20444491896     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:6(941)     Document Type: Article

References (4)

1. Ernst, H.-J. (1965). "Der E-modul von seilen unter berucksichtigung des durchhanges." Bauingenieur, 40(2), 52-55.
2. Gimsing, N. J. (1997). Cable supported bridges, 2nd Ed., Wiley, New York.
3. Goto, S. (1978). "Tangent stiffness equation of flexible cable and some considerations." Proc., JSCE, 270, 41-49 (in Japanese).
4. Irvine, H. M. (1981). Cable structures, MIT University Press, Cambridge, Mass.