1 |
Agardh, L., Magnusson, J. and Hansson, H. (1999), 'High strength concrete beams subjected to impact loading', Research Report, Defense Research Establishment FOA, Sweden
|
2 |
Bichoff, P.H. and Perry, S.H. (1991), 'Compressive behaviour of concrete at high strain rates', Mater. Struct., 24, 425-450
DOI
|
3 |
CEB-FIP (1990), CEB-FIP Model Code 1990, Comite Euro-International du Beton, Redwood Books, Trowbridge, Wiltshire, UK
|
4 |
Itoh, A. and Tanabe, T. (2002), 'Analysis of RC column experiments at UCSD by an equivalent lattice model', Research Report, Dept. of Civil Engineering, Nagoya University, Japan
|
5 |
Itoh, A., Niwa, J. and Tanabe, T. (2000), 'Evaluation by lattice model of ultimate deformation of RC columns subjected to cyclic loading', Proceedings of JSCE, No.641/V-46
|
6 |
LS-DYNA Version 971. (2007), Livermore Software Technology Corporation
|
7 |
Malvar, L.J. and Ross, C.A. (1998), 'Review of strain-rate effects for concrete in tension', ACI Mater. J., 95(6), 735-739
ScienceOn
|
8 |
Malvar, L.J. (1998), 'Review of static and dynamic properties of steel reinforcing bars, ACI Mater. J., 95(5), 609-616
ScienceOn
|
9 |
Ngo, T. (2005), 'Behaviour of high strength concrete subjected to impulsive loading', PhD Thesis, Department of Civil & Environmental Engineering, University of Melbourne, Australia
|
10 |
Ngo, T., Mendis, P. and Krauthammer, T. (2007), 'Behavior of ultrahigh-strength prestressed concrete panels subjected to blast loading', J. Struct. Eng. ASCE, 133(11), 1582-1590
DOI
ScienceOn
|
11 |
Niwa, J., Choi, I.C. and Tanabe, T. (1994), 'Analytical study for shear resisting mechanism using lattice model', JCI International Workshop on Shear in Concrete Structures, 130-145
|
12 |
Tanabe, T. and Ishtiaq, A.S. (1999), 'Development of lattice equivalent continuum model for analysis of cyclic behaviour of reinforced concrete', Seminar on Post-peak Behaviour of RC Structures Subjected to Seismic Load, 2, 105-123
|