-
2
-
-
0016986693
-
Equilibrium and natural frequencies of cable structures
-
Henghold WM, Russet JJ. Equilibrium and natural frequencies of cable structures. Comput Sturct 1976; 6: 267-71.
-
(1976)
Comput Sturct
, vol.6
, pp. 267-271
-
-
Henghold, W.M.1
Russet, J.J.2
-
3
-
-
0026254372
-
Importance of cable vibration in dynamics of cable-stayed bridges
-
Abdel-Ghaffar AM, Khalifa MA. Importance of cable vibration in dynamics of cable-stayed bridges. J Engng Mech ASCE 1991; 117: 2571-89.
-
(1991)
J Engng Mech ASCE
, vol.117
, pp. 2571-2589
-
-
Abdel-Ghaffar, A.M.1
Khalifa, M.A.2
-
4
-
-
13944269586
-
Roebling suspension bridge: I. FE model and free vibration response
-
Ren WX, Harik IE, Blandford GE. Roebling suspension bridge: I. FE model and free vibration response. J. Bridge Engrg., ASCE 2004; 9(2): 119-126.
-
(2004)
J. Bridge Engrg., ASCE
, vol.9
, Issue.2
, pp. 119-126
-
-
Ren, W.X.1
Harik, I.E.2
Blandford, G.E.3
-
5
-
-
13844296913
-
Baseline finite element modeling of a large span cable-stayed bridge through field ambient vibration tests
-
Ren WX, Peng XL. Baseline finite element modeling of a large span cable-stayed bridge through field ambient vibration tests. Comput Struct 2005; 83(8-9): 536-550
-
(2005)
Comput Struct
, vol.83
, Issue.8-9
, pp. 536-550
-
-
Ren, W.X.1
Peng, X.L.2
-
7
-
-
0037126455
-
Dynamic analysis of large-diameter sagged cables taking in account flexural rigidity
-
Ni YQ, Ko JM, Zheng G. Dynamic analysis of large-diameter sagged cables taking in account flexural rigidity. Journal of Sound and Vibration 2002; 257(2): 301-319
-
(2002)
Journal of Sound and Vibration
, vol.257
, Issue.2
, pp. 301-319
-
-
Ni, Y.Q.1
Ko, J.M.2
Zheng, G.3
-
8
-
-
0032664745
-
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. Comput Struct 1999; 71:397-412.
-
(1999)
Comput Struct
, vol.71
, pp. 397-412
-
-
Karoumi, R.1
-
9
-
-
0002259804
-
Cable movement under two-dimensional loads
-
O'Brien T, Francis AJ. Cable movement under two-dimensional loads. J Struct Div ASCE 1964; 90: 89-123.
-
(1964)
J Struct Div ASCE
, vol.90
, pp. 89-123
-
-
O'Brien, T.1
Francis, A.J.2
-
10
-
-
43949119229
-
General solution of suspended cable structures
-
O'Brien T. General solution of suspended cable structures. Comput Struct 1979; 10: 805-13.
-
(1979)
Comput Struct
, vol.10
, pp. 805-813
-
-
O'Brien, T.1
-
11
-
-
0019701408
-
A curved element for the analysis of cable structures
-
Jayaraman HB, Knudson WC. A curved element for the analysis of cable structures. Comput Struct 1981; 14:325-33.
-
(1981)
Comput Struct
, vol.14
, pp. 325-333
-
-
Jayaraman, H.B.1
Knudson, W.C.2
-
12
-
-
2942562714
-
A finite element method with five-node isoparametric element for nonlinear analysis of tension structures
-
(in Chinese)
-
Tang JM, Dong M, Qian RJ. A finite element method with five-node isoparametric element for nonlinear analysis of tension structures. Chinese J. Computational Mechanics, 1997; 14: 108-13.(in Chinese)
-
(1997)
Chinese J. Computational Mechanics
, vol.14
, pp. 108-113
-
-
Tang, J.M.1
Dong, M.2
Qian, R.J.3
-
14
-
-
0032664745
-
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. Comput Struct 1999; 71:397-412.
-
(1999)
Comput Struct
, vol.71
, pp. 397-412
-
-
Karoumi, R.1
-
15
-
-
0036883458
-
Non-linear shape-finding analysis of a self- anchored suspension bridge
-
Kim HK, Lee MJ, Chang SP. Non-linear shape-finding analysis of a self- anchored suspension bridge. Engineering Structures 2002; 24:1547-1559.
-
(2002)
Engineering Structures
, vol.24
, pp. 1547-1559
-
-
Kim, H.K.1
Lee, M.J.2
Chang, S.P.3
-
19
-
-
0026393138
-
Dynamic stiffness matrix of sagging cable
-
Starossek U. Dynamic stiffness matrix of sagging cable. J Engrg Mech ASCE 1991; 117(12): 2815-829.
-
(1991)
J Engrg Mech ASCE
, vol.117
, Issue.12
, pp. 2815-2829
-
-
Starossek, U.1
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