1 |
Deretic-Stojanovic, B. and Kostic, S.M. (2014), "Time-dependent analysis of composite and prestressed beams using the slope deflection method", Arch. Appl. Mech., 85(2), 257-272.
DOI
|
2 |
Deretic-Stojanovic, B. and Kostic, S.M. (2015), "Matrix stiffness method for composite and prestressed beam analysis using linear integral operators", Arch. Appl. Mech., 85(12), 1961-1981.
DOI
|
3 |
Dezi, L. and Gara, F. (2001), "Time-dependent analysis of shearlag effect in composite beams", J. Eng. Mech., 127(1), 71-79.
DOI
|
4 |
Dezi, L., Leoni, G. and Tarantino, A.M. (1995), "Time-dependent analysis of prestressed composite beams", J. Struct. Eng., 121(4), 621-633.
DOI
|
5 |
Dezi, L., Leoni, G. and Tarantino, A.M. (1996), "Algebraic methods for creep analysis of continuous composite beams", J. Struct. Eng., 122(4), 423.
DOI
|
6 |
Faella, C., Martinelli, E. and Nigro, E. (2010), "Steel-concrete composite beams in partial interaction: Closed-form "exact" expression of the stiffness matrix and the vector of equivalent nodal forces", Eng. Struct., 32(9), 2744-2754.
DOI
|
7 |
Fan, J., Nie, X., Li, Q. and Li, Q. (2010), "Long-term behavior of composite beams under positive and negative bending. II: Analytical atudy", J. Struct. Eng., 136(7), 858-865.
DOI
|
8 |
Fragiacomo, M., Amadio, C. and Macorini, L. (2004), "Finiteelement model for collapse and long-term analysis of steel-concrete composite beams", J. Struct. Eng., 130(3), 489-497.
DOI
|
9 |
Kwak, H.-G. and Seo, Y.-J. (2000), "Long-term behavior of composite girder bridges", Comput. Struct., 74(5), 583-599.
DOI
|
10 |
Lazic, V.B. (2003), Mathematical Theory of Composite and Prestressed Structures, Mathematical Institute SANU, Belgrade, Serbia.
|
11 |
Macorini, L., Fragiacomo, M., Amadio, C. and Izzuddin, B.A. (2006), "Long-term analysis of steel-concrete composite beams: FE modelling for effective width evaluation", Eng. Struct., 28(8), 1110-1121.
DOI
|
12 |
Mirza, O. and Uy, B. (2010), "Finite element model for the longterm behaviour of composite steel-concrete push tests", Steel Compos. Struct., Int. J., 10(1), 45-67.
DOI
|
13 |
Nguyen, Q.-H., Hjiaj, M. and Uy, B. (2010), "Time-dependent analysis of composite beams with continuous shear connection based on a space-exact stiffness matrix", Eng. Struct., 32(9), 2902-2911.
DOI
|
14 |
Partov, D. and Kantchev, V. (2009), "Time-dependent analysis of composite steel-concrete beams using integral equation of volterra, according to Eurocode 4", Eng. Mech., 16(5), 367-392.
|
15 |
Ranzi, G., Leoni, G. and Zandonini, R. (2013), "State of the art on the time-dependent behaviour of composite steel-concrete structures", J. Constr. Steel Res., 80, 252-263.
DOI
|
16 |
Wu, J., Frangopol, D.M. and Soliman, M. (2015), "Simulating the construction process of steel-concrete composite bridges", Steel Compos. Struct., Int. J., 18(5), 1239-1258.
DOI
|
17 |
Fritz, B. (1961), Verbundtrager, Springer-Verlag.
|
18 |
Bazant, Z.P. and Huet, C. (1999), "Thermodynamic functions for ageing viscoelasticity: Integral form without internal variables", Int. J. Solids Struct., 36(26), 3993-4016.
DOI
|
19 |
Amadio, C., Fragiacomo, M. and Macorini, L. (2012), "Evaluation of the deflection of steel-concrete composite beams at serviceability limit state", J. Constr. Steel Res., 73, 95-104.
DOI
|
20 |
Bazant, Z.P. (1972), "Prediction of concrete creep effects using age-adjusted effective modulus method", J. Am. Concrete Inst., 69, 212-217.
|
21 |
Bazant, Z.P., Hubler, M.H. and Jirasek, M. (2013), "Improved estimation of long-term relaxation function from compliance function of aging concrete", J. Eng. Mech., 139(2), 146-152.
DOI
|
22 |
Chaudhary, S., Pendharkar, U. and Nagpal, A.K. (2007), "Hybrid procedure for cracking and yime-dependent effects in composite frames at service load", J. Struct. Eng., 133(2), 166-175.
DOI
|