1 |
Aycardi, L.K, Mander, J.B. and Reinhorn, A.M. (1994), ' Seismic resistance of reinforced concrete frame structures designed only for gravity loads: Experimental performance of subassemblages ', ACI Struct. J., 91(5), 552-563
|
2 |
Beres, A., EI-Borgi, S., White, R.N. and Gergely, P. (1992), ' Experimental results of repaired and retrofitted . beam-column joint tests in lightly reinforced concrete frame buildings,' Technical Report NCEER-92-0025,Comell University
|
3 |
Bertero, P.P. and Popov, E.P. (1977), ' Seismic behavior of ductile moment resisting reinforced concrete frames ', Reinforced Concrete Structures in Seismic Zones (SP-53), American Concrete Institute, Michigan, 247-291
|
4 |
Dhakal, R.P. and Pan, T.C. (2003b), ' Characteristics of high-speed cyclic test of beam-column joints ', ACI Struct. J., 100(2),188-196
|
5 |
Ghobarah, A. and Biddah, A. (1999), ' Dynamic analysis of reinforced concrete frames including joint shear deformation ', Eng. Struct., 21(11), 971-987
DOI
ScienceOn
|
6 |
Klepaczko,J.R. and Brara, A. (2001), ' An experimental method for dynamic tensile testing of concrete by spalling ', Int. J. Impact Eng., 25(4), 387-409
DOI
ScienceOn
|
7 |
Oka, K. and Shiohara, H. (1992),' Tests of high-strength concrete interior beam-column joint subassemblages ', Proc. of the 10th World Conf. on Earthquake Engineering, Balkema, Rotterdam, 3211-3217
|
8 |
Otani, S., Kobayashi, Y. and Aoyama, H. (1984), ' Reinforced concrete interior beam-column joints under simulated earthquake loading ', First US-NZ-Japan Seminar on Design of Reinforced Concrete Beam-ColumnJoints, California, pp.48
|
9 |
Otani, S., Kitayama, K. and Aoyama, H. (1985), ' Beam bar bond stress and behaviour of reinforced concrete interior beam-column connections ', Second US-NZ-Japan Seminar on Design of Reinforced Concrete BeamColumn Joints, Tokyo, pp.40
|
10 |
Wong, P.K.C., Priestley, M.J.N. and Park, R. (1990),' Seismic resistance of frames with vertically distributed longitudinal reinforcement in beams ', ACI Struct. J., 87(4), 188-198
|
11 |
Hakuto, H., Park, R. and Tanaka, H. (2000), ' Seismic load tests on interior and exterior beam-column joints with substandard reinforcing details ', ACI Struct. J., 97(1), 11-25
|
12 |
Dhakal, R.P. and Pan, T.C. (2003a), ' Response characteristics of structures subjected to blasting induced ground motions ', Int. J. Impact Eng., 28(8), 813-828
DOI
ScienceOn
|
13 |
NZS 3101-95 (1995), Concrete Structures Standard - The Design of Concrete Structures, Standards New Zealand
|
14 |
ACI-ASCE Committee 352 (1991), Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures (ACI 352R-91), American Concrete Institute
|
15 |
Park, R. (2002),' A summary of results of simulated seismic load tests on reinforced concrete beam-column joints, beams and columns with substandard reinforcing details ', J. Earthq. Eng., 6(2), 147-174
DOI
|
16 |
Filiatrault, A. and Holleran, M. (2001), ' Stress-strain behavior of reinforcing steel and concrete under seismic strain rates and low temperatures ', Mater. Struct., 34(238), 235-239
DOI
|
17 |
Cadoni, K, Labibes, K., Berra, M., Giangrasso, M. and Albertini, C. (2000), ' High-strain-rate tensile behaviour of concrete ', Magazine of Concrete Research, 52(5), 365-370
DOI
|