Dimensional analysis of base-isolated buildings to near-fault pulses |
Istrati, Denis
(Department of Civil Engineering, University of Nevada-Reno)
Spyrakos, Constantine C. (Laboratory of Materials Science and Engineering, School of Chemical Engineering, National Technical University of Athens, Zografou Campus) Asteris, Panagiotis G. (Computational Mechanics Laboratory, School of Pedagogical and Technological Education) Panou-Papatheodorou, Eleni (Laboratory of Materials Science and Engineering, School of Chemical Engineering, National Technical University of Athens, Zografou Campus) |
1 | Ariga, T., Kanno, Y. and Takewaki, I. (2006), "Resonant Behaviour of Base-Isolated High-Rise Buildings under long-period ground motions", Struct. Design Tall Spec. Build., 15, 325-338, https://doi.org/10.1002/tal.298. DOI |
2 | Buckle, I.G. and Mayes, R.L. (1990), "Seismic isolation history, application and performance-A world view", Earthq. Spectra, 6, 161-201. https://doi.org/10.1193/1.1585564 DOI |
3 | Buckle, I., Nagarajaiah, S. and Ferrell, K. (2002), "Stability of elastomeric isolation bearings: Experimental study", J. Struct. Eng., 128(1), 3-11. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:1(3) DOI |
4 | Barenblatt, G. I. (1996), Scaling, Self-Similarity, and Intermediate Asymptotics, Cambridge University Press, Cambridge, United Kingdom. |
5 | Castaldo, P. and Tubaldi, E. (2018), "Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures", Soil Dyn. Earthq. Eng., 104, 346-364, https://doi.org/10.1016/j.soildyn.2017.09.025. DOI |
6 | Chen, H., Tan, P., Ma, H. and Zhou, F. (2017). "Response spectrum analysis considering non-classical damping in the base-isolated benchmark building", Struct. Eng. Mech., 64(4), 473-485, https://doi.org/10.12989/sem.2017.64.4.473. DOI |
7 | Makris, N. and Black, C.J. (2004), "Dimensional Analysis of Rigid-Plastic and Elastoplastic Structures under Pulse-Type Excitations", J. Eng. Mech., ASCE, 130(9), 1006-1018, https://doi.org/10.1061/(ASCE)0733-9399(2004)130:9(1006). DOI |
8 | Makris, N. and Psychogios, T. (2006), "Dimensional response analysis of yielding structures with first-mode dominated response", Earthq. Eng. Struct. Dyn., 35, 1203-1224, https://doi.org/10.1002/eqe.578. DOI |
9 | Makris, N. and Black, C.J. (2004). "Dimensional Analysis of Bilinear Oscillators under Pulse-Type Excitations", J. Eng. Mech., ASCE, 130(9), 1019-1031, https://doi.org/10.1061/(ASCE)0733-9399(2004)130:9(1019). DOI |
10 | Makris, N. and Black, C.J. (2004), "Evaluation of Peak Ground Velocity as a "Good" Intensity Measure for Near-Source Ground Motions", J. Eng. Mech., ASCE, 130(9), 1032-1044, https://doi.org/10.1061/(ASCE)0733-9399(2004)130:9(1032). DOI |
11 | MATLAB (2005), Τhe Language of Technical Computing, Version 7, The Mathworks Inc. |
12 | Mavroeidis, G.P. and Papageorgiou, A.S. (2003), "A mathematical representation of near-fault ground motions", Bull. Seismol. Soc. Am., 93, 1099-1131, https://doi.org/10.1785/0120020100. DOI |
13 | Mavroeidis, G.P., Dong, G. and Papageorgiou, A.S. (2004), "Near-fault ground motions, and the response of elastic and inelastic single-degree-of freedom (SDOF) systems", Earthquake Eng. Struct. Dyn., 33, 1023-1049, https://doi.org/10.1002/eqe.391. DOI |
14 | Menun, C. and Fu, Q. (2002), "An analytical model for near-fault ground motions and the response of SDOF systems", Proceedings of the 7th U.S. National Conference on Earthquake Engineering, Boston, Massachusetts, July 21-25. |
15 | Mylonakis, G. and Reinhorn, A.M. (2001), "Yielding oscillator under triangular ground acceleration pulse", J. Earthq. Eng., 5(2), 225-251, https://doi.org/10.1080/13632460109350393. DOI |
16 | Hall, J.F. (1999), "Discussion on the role of damping in seismic isolation", Earthq. Eng. Struct. Dyn., 28, 1717-1720, https://doi.org/10.1002/(SICI)1096-9845(199912)28:12<1717::AID-EQE889>3.0.CO;2-G. DOI |
17 | Chopra, A.K. (2007), Dynamics of Structures: Theory and Applications to Earthquake Engineering (3rd edition), Prentice-Hall, New Jersey, USA. |
18 | Mazza, F. and Vulcano, A. (2009), "Nonlinear Response of RC Framed Buildings with Isolation and Supplemental Damping at the Base Subjected to Near-Fault Earthquakes", J. Earthquake Eng., 13, 690-715, https://doi.org/10.1080/13632460802632302. DOI |
19 | Hall, J.F., Heaton, T.H., Halling, M.W. and Wald, D.J. (1995), "Near-source ground motion and its effects on flexible buildings", Earthq. Spectra, 11(4), 569-605, https://doi.org/10.1193/1.1585828. DOI |
20 | Hall, J.F. and Ryan, K.L. (2000), "Isolated buildings and the 1997 UBC near-source factors", Earthq. Spectra, 16(2), 393-411, https://doi.org/10.1193/1.1586118. DOI |
21 | Heaton, T.H., Hall, J.F., Wald, D.J. and Halling, M.W. (1995), "Response of high-rise and base-isolated buildings to a hypothetical MW 7.0 blind thrust earthquake", Science, 267(5195), 206-211, 10.1126/science.267.5195.206. DOI |
22 | Inaudi, J.A. and Kelly, J.M. (1993), "Optimum damping in linear isolation systems", Earthq. Eng. Struct. Dyn., 22(7), 583-598, 10.1002/eqe.4290220704. DOI |
23 | Jacobsen, L.S. and Ayre, R.S. (1958), Engineering Vibrations, McGraw-Hill, New York, USA. |
24 | Jangid, R.S. and Kelly, J.M. (2001), "Base isolation for near-fault motions", Earthquake Eng. Struct. Dyn., 30(5), 691-707, https://doi.org/10.1002/eqe.31. DOI |
25 | Panchal, V.R. and Jangid, R.S. (2008), "Variable friction pendulum system for near-fault ground motions", Struct Control Health Monit., 15(4), 568-584, https://doi.org/10.1002/stc.216. DOI |
26 | Jangid, R.S. (2005), "Optimum friction pendulum system for near-fault motions", Eng. Struct., 27(3), 349-359, https://doi.org/10.1016/j.engstruct.2004.09.013. DOI |
27 | Mylonakis, G. and Voyagaki, E. (2006), "Yielding oscillator to simple pulse waveforms: numerical analysis and closed-form solutions", Earthq. Eng. Struct. Dyn., 35(15), 1949-1974, https://doi.org/10.1002/eqe.615. DOI |
28 | Nagarajaiah, S. and Ferrell, K. (1999), "Stability of elastomeric seismic isolation bearings", J. Struct. Eng., 125(9), 946-954, https://doi.org/10.1061/(ASCE)0733-9445(1999)125:9(946). DOI |
29 | Nagarajaiah, S. and Sun, X. (2000), "Response of base isolated USC hospital building in Northridge earthquake", J. Struct. Eng., 126(10), 1177-1186, https://doi.org/10.1061/(ASCE)0733-9445(2000)126:10(1177). DOI |
30 | Nagarajaiah, S. and Sun, X. (2001), "Base isolated FCC building: Impact response in Northridge earthquake", J. Struct. Eng., 127(9), 1063-1074, https://doi.org/10.1061/(ASCE)0733-9445(2001)127:9(1063). DOI |
31 | Ramallo, J.C., Johnson, E.A. and Spencer, B.F.Jr. (2002), "Smart Base Isolation Systems", J. Eng. Mech., 128(10), 1088-1099, https://doi.org/10.1061/(ASCE)0733-9399(2002)128:10(1088). DOI |
32 | Rao, P.B. and Jangid, R.S. (2001). "Performance of sliding systems under near-fault motions", Nucl. Eng. Des., 203(2-3), 259-272, https://doi.org/10.1016/S0029-5493(00)00344-7. DOI |
33 | Sadek, F. and Mohraz, B. (1998), "Semi-active control algorithms for structures with variable dampers", J. Eng. Mech., 124(9), 981-990, https://doi.org/10.1061/(ASCE)0733-9399(1998)124:9(981). DOI |
34 | Sahasrabudhe, S. and Nagarajaiah, S. (2005), "Experimental study of sliding base-isolated Buildings with magnetorheological dampers in near-fault earthquakes", J. Struct. Eng., 131(7), 1025-1034, https://doi.org/10.1061/(ASCE)0733-9445(2005)131:7(1025). DOI |
35 | Kelly, J.M. (1997), Earthquake-resistant Design with Rubber, 2nd ed., Springer, London, United Kingdom. |
36 | Jangid, R.S. (2007), "Optimum lead-rubber isolation bearings for near-fault motions", Eng. Struct., 2503-2513, https://doi.org/10.1016/j.engstruct.2006.12.010. |
37 | Kampas, G. and Makris, N. (2012), "Time and frequency domain identification of seismically isolated structures: advantages and limitations", Earthq. Struct., 3(3), 249-270, https://doi.org/10.12989/eas.2012.3_3.249. DOI |
38 | Kampas, G. and Makris, N. (2013), "The engineering merit of the 'effective period' of bilinear isolation systems, Earthq. Struct.", 4(4), 397-428, https://doi.org/10.12989/eas.2013.4.4.397. DOI |
39 | Konstantinidis, D., Nikfar, F. (2015), "Seismic response of sliding equipment and contents in base-isolated buildings subjected to broadband ground motions" Earthquake Eng. Struct. Dyn., 44(6), 865-887, https://doi.org/10.1002/eqe.2490. DOI |
40 | Shen, J., Tsai, M-H., Chang, K.C. and Lee, G.C. (2004), "Performance of a seismically Isolated Bridge under Near-Fault Earthquake Ground Motions", J. Struct. Eng., 130(6), 861-868. DOI |
41 | Wen, Yi-Kwei (1976), "Method for Random Vibration of Hysteretic Systems", J. Eng. Mech., 102(2), 249-263. |
42 | Yang. J.N. and Agrawal, A.K. (2002), "Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes", Eng. Struct., 24(3), 271-280. https://doi.org/10.1016/S0141-0296(01)00094-3. DOI |
43 | Zhang, Y. and Iwan, W.D. (2002), "Protecting base-isolated structures from near-field ground motion by tuned interaction damper", J. Eng. Mech., 128(3), 287-295, https://doi.org/10.1061/(ASCE)0733-9399(2002)128:3(287). DOI |
44 | Liao, W.I., Loh, C.H. and Lee, B.H. (2004), "Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions", Eng. Struct., 26, 2173-2183. https://doi.org/10.1016/j.engstruct.2004.07.016. DOI |
45 | Makris, N. and Chang, S.P. (2000). "Response of damped oscillators to cycloidal pulses", J. Eng. Mech., 126, 123-131, https://doi.org/10.1061/(ASCE)0733-9399(2000)126:2(123). DOI |
46 | Langhaar, H.L. (1951), Dimensional Analysis and Theory of Models, Wiley, New York, USA. |
47 | Makris, N. (1997), "Rigidity-plasticity-viscosity: Can electrorheological dampers protect base-isolated structures from near-source ground motions?" Earthquake Eng. Struct. Dyn., 26, 571-591, https://doi.org/10.1002/(SICI)1096-9845(199705)26:5<571::AID-EQE658>3.0.CO;2-6. DOI |
48 | Makris, N. (2014), "A half-century of rocking isolation", Earthq. Struct., 7(6), 1187-1221, https://doi.org/10.12989/eas.2014.7.6.1187. DOI |
49 | Makris, N. and Chang, S.P. (2000), "Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures", Earthq. Eng. Struct. Dyn., 29, 85-107, https://doi.org/10.1002/(SICI)1096-9845(200001)29:1<85::AID-EQE902>3.0.CO;2-N. DOI |
50 | Alhan, C. and Gavin, H. (2004), "A parametric study of linear and non-linear passively damped seismic isolation systems for buildings", Eng. Struct., 26, 485-497, https://doi.org/10.1016/j.engstruct.2003.11.004. DOI |