1 |
Arzoumanidis, S.G. and Bienek, M.P. (1985), 'Finite element analysis of suspension bridges', Comput. Struct., 21(6), 1237-1256
DOI
ScienceOn
|
2 |
Brotton, D.M. and Arnold, G. (1963), 'The solution of suspension bridge problems by digital computers', Struct. Eng., 41(7), 213-222
|
3 |
Cheng, J. and Xiao, R.C. (2006), 'Application of inverse reliability method to estimation of cable safety factors of long span suspension bridges', Struct. Eng. Mech., 23(2), 195-207
DOI
ScienceOn
|
4 |
Clemente, P., Nicolosi, G. and Raithel, A. (2000), 'Preliminary design of very long-span suspension bridges', Eng. Struct., 22(12), 1699-1706
DOI
ScienceOn
|
5 |
Cobo del Arco, D. and Aparicio, A.C. (2001), 'Preliminary static analysis of suspension bridges', Eng. Struct., 23(9), 1096-1103
DOI
ScienceOn
|
6 |
Imai, K. and Frangopol, D. (2000), 'Response prediction of geometrically nonlinear structures', J. Struct. Eng., ASCE, 126(11), 1348-1355
DOI
ScienceOn
|
7 |
Jennings, A. and Mairs, J.E. (1972), 'Static analysis of suspension bridges', J. Struct. Div., ASCE, 98(11), 2433-2455
|
8 |
Liu, C., Wang, T.L. and Qin, Q. (1999), 'Study on sensitivity of modal parameters for suspension bridges', Struct. Eng. Mech., 8(5), 453-464
DOI
ScienceOn
|
9 |
O'Connor, C. (1971), Design of Bridge Superstructures, Wiley, New York
|
10 |
Roik, K. (1983), Steel Structures (in German), Wilhelm Ernst & Sohn, Berlin
|
11 |
Ryall, M.J., Parke, G.A.R. and Harding, J.E. (2000), Manual of Bridge Engineering, Thomas Telford Publishing, London
|
12 |
Steinman, D.B. (1935), 'A generalized deflection theory for suspension bridges', Trans. ASCE, 100, 1133-1170
|
13 |
Timoshenko, S. (1943), 'Theory of suspension Bridges', J. Franklin Inst., 235(3), 231-238; 235(4), 327-349
|
14 |
Timoshenko, S. (1956), Strength of Materials Part II, D. Van Nostrand Company Inc., New York
|
15 |
W.F. Chen and Lian, Duan (1999), Bridge Engineering, CRC Press, Florida U.S.A
|
16 |
Wollmann, G.P. (2001), 'Preliminary analysis of suspension bridges', J. Bridge Eng., ASCE, 6(4), 227-233
DOI
|