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Foti, D., & Nobile, R. (2000). Characterization
tests of new aluminium and steel energy dissi-
pating devices . 5th International Conference on
Computational Structures Technology: Identifi-
cation, Control and Optimisation of Engineering
Structures. Leuven, Belgium: Civil-Comp Press.
Ponzo, F. C., Cardone, D., Di Cesare, A., Moroni,
C., Nigro, D., & Vigoriti, G. (2007). Dynamic tests
on Jetpacs steel frame experimental model set up .
Jetpacs Report No. 3, Research Project No. 7 of
2005-2008 ReLuis Project, Naples, Italy.
Rai, D. C., & Wallace, B. J. (1998). Alu-
minium shear-link for enhanced seismic
resistance. Earthquake Engineering & Struc-
tural Dynamics , 27 (4), 315-342. doi:10.1002/
(SICI)1096-9845(199804)27:4<315::AID-
EQE703>3.0.CO;2-N
Gattulli, V., Lepidi, M., & Potenza, F. (2007).
Identification of analytical and finite element
model for the Jetpacs three-dimensional frame .
Jetpacs Report No. 2, Research Project No. 7 of
2005-2008 ReLuis Project, Naples, Italy.
Hanson, R. D., Xia, C., & Su, Y. F. (1992). De-
sign of supplemental steel damping devices for
buildings. Proceedings of the 10WCEE , Madrid,
Spain, (pp. 4139-4142).
Serino, G., Chandrasekaran, S., Marsico, M. R., &
Spizzuoco, M. (2007). Description and analytical
modeling of the Jetpacs steel frame prototype .
Jetpacs Report No. 1, Research Project No. 7 of
2005-2008 ReLuis Project, Naples, Italy.
Jara, J. M., Vargas, E., Galindo, C., Gonzalez,
R., & Gòmez, C. (1992). Seismic performance
of buildings with energy dissipating systems.
Proceedings of the 10WCEE , Madrid, Spain, (pp.
2455-2460).
Skinner, R. I., Tayler, R. G., Heine, A. J., &
Robinson, W. J. (1980). Hysteretic dampers for
the protection of structures from earthquakes.
Bulletin of the New Zealand National Society for
Earthquake Engineering , 13 (1).
Kirsch, U. (1993). Structural optimization: Fun-
damentals and applications . Springer.
Soong, T. T., & Spencer, B. F. Jr. (2002). Supple-
mental energy dissipation: State-of-the-art and
state-of-the practice. Engineering Structures , 24 ,
243-259. doi:10.1016/S0141-0296(01)00092-X
Nakashima, M. (1995). Strain-hardening be-
havior of shear panels made of low-yield steel.
I: Test. Journal of Structural Engineering ,
121 (12), 1742-1749. doi:10.1061/(ASCE)0733-
9445(1995)121:12(1742)
Spillers, W. R., & MacBain, K. M. (2009). Struc-
tural optimization . Springer.
Nakashima, M., Iwai, S., Iwata, M., Takeuchi, T.,
Konomi, S., Akazawa, T., & Saburi, K. (1994).
Energy dissipation behavior of shear panels
made of low yield steel. Earthquake Engineer-
ing & Structural Dynamics , 23 (12), 1299-1313.
doi:10.1002/eqe.4290231203
Tsai, K.-C., Chen, H.-W., Hong, C.-P., & Su,
Y.-F. (1993). Design of steel triangular plate
energy absorber for seismic resistance con-
struction. Earthquake Spectra , 9 (3), 505-528.
doi:10.1193/1.1585727
Yamaguchi, T., Takeuchi, T., Nagao, T., Suzuki,
T., Nakata, Y., Ikebe, T., & Minami, A. (1998).
Seismic control devices using low-yield-point
steel, (pp. 65-72). Nippon Steel Technical Report
No. 77. Chiba, Japan: Nippon Steel Corporation.
Oh, S.-H., Kim, Y.-J., & Ryu, H.-S. (2009).
Seismic performance of steel structures with slit
dampers. Engineering Structures , 31 , 1997-2008.
doi:10.1016/j.engstruct.2009.03.003
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