1 |
Esmaeeli, E., Manning, E. and Barros, J.A.O. (2013), "Strain hardening fibre reinforced cement composites for the flexural strengthening of masonry elements of ancient structures", Constr. Build. Mater., 38, 1010-1021.
DOI
ScienceOn
|
2 |
Said, A., Elmorsi, M. and Nehdi, M. (2005), "Non-linear model for reinforced concrete under cyclic loading", Mag. Concrete Res., 57(44), 211-224.
DOI
ScienceOn
|
3 |
Sittipunt, C. and Wood, S.L. (1995), "Influence of web reinforcement on the cyclic response of structural walls", ACI Struct. J., 92(6), 745-756.
|
4 |
Vecchio, F.J. and Minelli F. (2006), "Compression field modeling of fiber-reinforced concrete members under shear loading", ACI Struct. J., 103(2), 244-252.
|
5 |
ACI (American Concrete Institute) Committee 318 (2011), ACI 318 Building Code Requirements for Structural Concrete, Farmington Hills, MI.
|
6 |
De Borst, R. (1997), "Some recent developments in computational modelling of concrete fracture", Int. J. Fracture, 86(1-2), 5-36.
DOI
ScienceOn
|
7 |
Han, T.S., Feenstra, P.H. and Billington, S.L. (2003), "Simulation of highly ductile fiber-reinforced cement-based composite components under cyclic loading", ACI Struct. J., 100(6), 749-757.
|
8 |
Hassan, M. (2004), Inelastic Dynamic Behavior and Design of Hybrid Coupled Wall Systems, Dissertation, Department of Civil and Environmental Engineering, University of Central Florida, FL.
|
9 |
Hung, C.C. and Li, S.H. (2013), "Three-dimensional model for analysis of high performance fiber reinforced cement-based composites", Comp. Part B: Eng., 45, 1441-1447.
DOI
ScienceOn
|
10 |
Hung, C.C. and El-Tawil, S.(2011), "Seismic behavior of a coupled wall system with HPFRC materials in critical regions", J. Struct. Eng. - ASCE, 137(2), 1395-1636.
DOI
|
11 |
Kim, D.J., El-Tawil, S. and Naaman, A.E. (2009), "Rate-dependent tensile behavior of high performance fiber reinforced cementitious composites", Mater. Struct., 42(3), 399-414.
DOI
|
12 |
Hung, C.C. and El-Tawil, S. (2010), "Hybrid rotating/fixed-crack model for high performance fiber reinforced cementitious composites", ACI Mater. J., 107(6), 569-577.
|
13 |
Hung, C.C. Su, Y.F. and Yu, K.H. (2013), "Modeling the shear hysteretic response for high performance fiber reinforced cementitious composites", Constr. Build. Mater., 41, 37-48.
DOI
ScienceOn
|
14 |
Kesner, K.E. and Billington, S.L. (2005), "Investigation of infill panels made from engineered cementitious composites for seismic strengthening and retrofit", J. Struct. Eng. - ASCE, 131(11), 1712-1720.
DOI
ScienceOn
|
15 |
Kim, K.S., Lee, D.H., Hwang, J.H. and Kuchma, D.A. (2012), "Shear behavior model for steel fiber-reinforced concrete members without transverse reinforcements ", Comp. Part B: Eng., 43, 2324-2334.
DOI
ScienceOn
|
16 |
Kwan, W.P. and Billington, S.L. (2001), "Simulation of structural concrete under cyclic load", J. Struct. Eng. - ASCE, 127(12), 1391-1401.
DOI
ScienceOn
|
17 |
Lequesne, R.D., Parra-Montesinos, G.J. and Wight, J.K. (2009), "Test of a coupled wall with high-performance fiber-reinforced concrete coupling beams", ACI SP265-01, 265, 1-18.
|
18 |
Lequesne, R.D., Setkit, M., Parra-Montesinos, G.J. and Wight, J.K. (2010), "Seismic detailing and behavior of coupling beams with high-performance fiber-reinforced concrete", ACI SP271-11, 272, 189-204.
|
19 |
Livermore Software Technology Corporation. (2007), LS-DYNA(R) Keyword User's Manual.
|
20 |
Mechtcherine, V. (2013), "Novel cement-based composites for the strengthening and repair of concrete structures", Constr. Build. Mater., 41, 365-373.
DOI
ScienceOn
|