1 |
Malvar, L.J. (1998), "Review of static and dynamic properties of steel reinforcing bars", ACI Mater. J., 95(5), 609-616.
|
2 |
Malvar, L.J. and Ross, C.A. (1998), "Review of strain rate effects for concrete in tension", ACI Mater. J., 95(6), 735-739.
|
3 |
Ngo, T., Mendis, P. and Krauthammer, T. (2007), "Behavior of ultrahigh-strength prestressed concrete panels subjected to blast loading", J. Struct. Eng., 133(11), 1582-1590.
DOI
|
4 |
Qin, F. and Pingan, W. (2003), "Main factors affecting failure modes of blast loaded RC beams", Chinese J. Comput. Mech., 1, 009.
|
5 |
Shi, Y., Hao, H. and Li, Z.X. (2008), "Numerical derivation of pressure-impulse diagrams for prediction of RC column damage to blast loads", Int. J. Impact Eng., 35(11), 1213-1227.
DOI
|
6 |
Wang, F., Wan, Y.K.M., Chong, O.Y.K., Lim, C.H. and Lim, E.T.M. (2008), "Reinforced concrete slab subjected to close-in explosion", Proc., 7th German LS-DYNA Forum, Bamberg, Germany, September.
|
7 |
Yi, N.H., Kim, J.H.J., Han, T.S., Cho, Y.G. and Lee, J.H. (2012), "Blast-resistant characteristics of ultrahigh strength concrete and reactive powder concrete", Constr. Build. Mater., 28(1), 694-707.
DOI
|
8 |
Alam, M.I. and Kim, D. (2012), "Effect of constitutive material models on seismic response of two-story reinforced concrete frame", Int. J. Concrete Struct. Mater., 6(2), 101-110.
DOI
|
9 |
Baylot, J.T. and Bevins, T.L. (2007), "Effect of responding and failing structural components on the airblast pressures and loads on and inside of the structure", Comput. Struct., 85(11), 891-910.
DOI
|
10 |
Byun, K.J., Nam, J.W., Kim, H.J. and Kim, S.B. (2006), "Dynamic analysis of reinforced concrete wall under blast loading", Proceeding of 2nd ACF International Conference, Bali, November.
|
11 |
Chen, W. and Hao, H. (2012), "Numerical study of a new multi-arch double-layered blast-resistance door panel", Int. J. Impact Eng., 43, 16-28.
DOI
|
12 |
Chen, W., Hao, H. and Chen, S. (2015), "Numerical analysis of prestressed reinforced concrete beam subjected to blast loading", Mater. Des., 65, 662-674.
DOI
|
13 |
Chin, L.S. (2007), "Finite element modeling of hybrid-fiber ECC targets subjected to impact and blast", Ph.D. Dissertation, National University of Singapore, Singapore.
|
14 |
Fu, H.C., Erki, M.A. and Seckin, M. (1991), "Review of effects of loading rate on reinforced concrete", J. Struct. Eng., 117(12), 3660-3679.
DOI
|
15 |
Dancygier, A.N. and Yankelevsky, D.Z. (1996), "High strength concrete response to hard projectile impact", Int. J. Impact Eng., 18(6), 583-599.
DOI
|
16 |
Delorme, L., Iglesias, A.S. and Perez, S.A. (2005), "Sloshing loads simulation in LNG tankers with SPH", International Conference on Computational Methods in Marine Engineering, Barcelona, Spain, June.
|
17 |
Fang, Q., Qian, Q.H. and Shi, Y.L. (1996), "A rate-sensitive analysis of R/C beams subjected to blast loads", International Conference on Structures under Shock and Impact, Udine, May.
|
18 |
Ha, J.H., Yi, N.H., Choi, J.K. and Kim, J.H.J. (2011), "Experimental study on hybrid CFRP-PU strengthening effect on RC panels under blast loading", Comp. Struct., 93(8), 2070-2082.
DOI
|
19 |
Hallquist, J.O., Wainscott, B. and Schweizerhof, K. (1995), "Improved simulation of thin-sheet metalforming using LS-DYNA3D on parallel computers", J. Mater. Proc. Tech., 50(1), 144-157.
DOI
|
20 |
Heo, Y. and Kunnath, S.K. (2013), "Damage-based seismic performance evaluation of reinforced concrete frames", Int. J. Concrete Struct. Mater., 7(3), 175-182.
DOI
|
21 |
Jeon, S.J., Jin, B.M., Yoo, J.W. and Kim, Y.J. (2003), "Design basis for large above-ground LNG tank", J. Korea Concrete Inst., 15(3), 31-37.
|
22 |
Jiang, H., Wang, X. and He, S. (2012), "Numerical simulation of impact tests on reinforced concrete beams", Mater. Des., 39, 111-120.
DOI
|
23 |
Kim, C.K. and Kim, H.G. (2005), "Optimized design of roof structure in LNG storage tank", J. Korean Inst. Gas, 9(4), 36-43.
|
24 |
Le Blanc, G., Adoum, M. and Lapoujade, V. (2005), "External blast load on structures-Empirical approach", 5th European LS-Dyna Users Conference, Paris, May.
|
25 |
Kim, H.J., Nam, J.W., Kim, S.B., Kim, J.H. and Byun, K.J. (2007), "Analytical evaluations of the retrofit performances of concrete wall structures subjected to blast load", J. Korea Concrete Inst., 19(2), 241-250.
DOI
|
26 |
Kim, T.H., Seong, D.J. and Shin, H.M. (2012), "Seismic performance assessment of hollow reinforced concrete and prestressed concrete bridge columns", Int. J. Concrete Struct. Mater., 6(3), 165-176.
DOI
|
27 |
Larcher, M. (2007), "Simulation of the effects of an air blast wave", Luxemburg Office of Official Publications of the European Communities. Luxemburg.
|
28 |
Li, J. and Hao, H. (2013), "Influence of brittle shear damage on accuracy of the two-step method in prediction of structural response to blast loads", Int. J. Impact Eng., 54, 217-231.
DOI
|
29 |
Li, Y., Wang, X. and Guo, X. (2006), "Experimental study on anti-impact properties of a partially prestressed concrete beam", Explos. Shock Waves, 26(3), 256.
|
30 |
Lin, X., Zhang, Y.X. and Hazell, P.J. (2014), "Modelling the response of reinforced concrete panels under blast loading", Mater. Des., 56, 620-628.
DOI
|
31 |
LSTC, L.D. (2010), Version 971 Keyword User's Manual_Rev5-Beta, Livermore Software Technology Corporation, Livermore, CA, USA.
|
32 |
Luccioni, B.M., Ambrosini, R.D. and Danesi, R.F. (2004), "Analysis of building collapse under blast loads", Eng. Struct., 26(1), 63-71.
DOI
|
33 |
Magnusson, J. and Hallgren, M. (2003), "High performance concrete beams subjected to shock waves from air blast", Swedish Defence Research Agency.
|