1 |
Etedali, S., Akbari, M. and Seifi, M. (2019), "MOCS-based optimum design of TMD and FTMD for tall buildings under near-field earthquake including SSI effects", Soil Dyn. Earthq. Eng., 119(2019), 36-50. https://doi.org/10.1016/j.soildyn.2018.12.027
DOI
|
2 |
Yang, J., Li, J.B. and Lin, G. (2006), "A simple approach to integration of acceleration data for dynamic soil-structure interaction analysis", Soil Dyn. Earthq. Eng., 26(2006), 725-734. https://doi.org/10.1016/j.soildyn.2005.12.011
DOI
|
3 |
Zahraei, S.M., Moradi, A. and Moradi, M. (2013), "Using Pall friction dampers for seismic retrofit of a 4-story steel building in Iran", In: Topics in Dynamics of Civil Structures, Volume 4, Springer, New York, NY, USA.
|
4 |
Lee, S.K., Park, J.H., Moon, B.W., Min, K.W., Lee, S.H. and Kim, J. (2008), "Design of a bracing-friction damper system for seismic retrofitting", Smart Struct. Syst., Int. J., 4(5), 685-696. https://doi.org/10.12989/sss.2008.4.5.685
DOI
|
5 |
Lopez, I., Busturia, J. and Nijmeijer, H. (2004), "Energy dissipation of a friction damper", J. Sound Vib., 278(2004), 539-561. https://doi.org/10.1016/j.jsv.2003.10.051
DOI
|
6 |
Nims, D.K., Richter, P.J. and Bachman, R.E. (1993), "The use of the energy dissipating restraint for seismic hazard mitigation", Earthq. Spectra, 9(3), 467-489. https://doi.org/10.1193/1.1585725
DOI
|
7 |
Ontiveros-Perez, S.P., Miguel, L.F.F. and Riera, J.D. (2019), "Reliability-based optimum design of passive friction dampers in buildings in seismic regions", Eng. Struct., 190, 276-284. https://doi.org/10.1016/j.engstruct.2019.04.021
DOI
|
8 |
Shen, S., Pan, P., Sun, J., Gong, R., Wang, H. and Li, W. (2017), "Development of a double-sliding friction damper (DSFD)", Smart Struct. Syst., Int. J., 20(2), 151-162. https://doi.org/10.12989/sss.2017.20.2.151
DOI
|
9 |
Ozbulut, O. and Silwal, B. (2016), "Performance assessment of buildings isolated with S-FBI system under near-fault earthquakes", Smart Struct. Syst., Int. J., 17(5), 709-724. https://doi.org/10.12989/sss.2016.17.5.709
DOI
|
10 |
Ricciardelli, F. and Vickery, B.J. (1999), "Tuned vibration absorbers with dry friction damping", Earthq. Eng. Struct. Dyn., 28(7), 707-723. https://doi.org/10.1002/(SICI)1096-9845 (199907)28:7<707::AID-EQE836>3.0.CO;2-C
DOI
|
11 |
Trifunac, M. and Brady, A. (1975), "A study on the duration of strong earthquake ground motion", Bull. Seismol. Soc. Am., 65(3), 581-626.
|
12 |
Uang, C.M. and Bertero, V. (1990), "Evaluation of seismic energy in structures", Earthq. Eng. Struct. Dyn., 19(1990), 77-90. https://doi.org/10.1002/eqe.4290190108
DOI
|
13 |
Jiang, J., Ho, S.C.M, Markle, N.J., Wang, N. and Song, G. (2019), "Design and control performance of a frictional tuned mass damper with bearing-shaft assemblies", J. Vib. Control, 25(12), 1812-1822. https://doi.org/10.1177/1077546319832429
DOI
|
14 |
Pall, A.S., Marsh, C. and Fazio, P. (1980), "Friction joints for seismic control of large panel structures", J. Prestress. Concrete Inst., 25(6), 38-61. https://doi.org/10.15554/pcij.11011980.38.61
DOI
|
15 |
Kim, S.Y. and Lee, C.H. (2019), "Peak response of frictional tuned mass damper optimally designed to white noise base acceleration", Mech. Syst. Signal Process., 117(2019), 319-332. https://doi.org/10.1016/j.ymssp.2018.08.003
DOI
|
16 |
Arias, A. (1970), "A measure of earthquake intensity", In: Seismic Design for Nuclear Power Plants (Ed.: Hansen, R.J.), Massachusetts Institute of Technology Press, Cambridge, MA, USA.
|
17 |
Calvi, P.M. and Calvi, G.M. (2018), "Historical development of friction-based seismic isolation systems", Soil Dyn. Earthq. Eng., 106, 14-30. https://doi.org/10.1016/j.soildyn.2017.12.003
DOI
|
18 |
Den Hartog, J.P. (1931), "Forced vibrations with combined Coulomb and viscous friction", Transact. Am. Soc. Mech. Engr., 53(1931), 107-115.
|
19 |
Hundal, M.S. (1979), "Response of a base excited system with Coulomb and viscous friction", J. Sound Vib., 64(1979), 371-378. https://doi.org/10.1016/0022-460X(79)90583-2
DOI
|
20 |
Inaudi, J.A. and Kelly, J.M. (1995), "Mass damper using friction-dissipating devices", J. Eng. Mech., 121(1), 142-149. https://doi.org/10.1061/(ASCE)0733-9399(1995)121:1(142)
DOI
|
21 |
Shahbazi, P. and Taghikhany, T. (2017), "Sensitivity analysis of variable curvature friction pendulum isolator under near-fault ground motions", Smart Struct. Syst., Int. J., 20(1), 23-33. https://doi.org/10.12989/sss.2017.20.1.023
DOI
|
22 |
ANSYS, I. (2010), Theory reference, Canonsburg: ANSYS, Inc.
|