1 |
Alhan, C. and Gavin, H.P. (2005), "Reliability of base isolation for the protection of critical equipment from earthquake hazards", Eng. Struct., 27(9), 1435-1449.
DOI
|
2 |
Antonopoulos, T.A. and Anagnostopoulos, S.A. (2012), "Seismic evaluation and upgrading of RC buildings with weak open ground stories", Earthq. Struct., 3(3-4), 611-628.
DOI
|
3 |
Applied Technology Council (1996), Seismic Evaluation and Retrofit of Concrete Buildings (ATC-40), Redwood City, CA.
|
4 |
Cardone, D., Flora, A. and Gesualdi, G. (2013), "Inelastic response of RC frame buildings with seismic isolation", Earthq. Eng. Struct. Dyn., 42(6), 871-889.
DOI
|
5 |
Constantinou, M., Mokha, A. and Reinhorn, A. (1990), "Teflon bearings in base isolation II: Modeling", J. Struct. Eng., 116(2), 455-474.
DOI
|
6 |
European Committee for Standardization (2009), EN 15129:2009, Anti-seismic devices, Brussels, Belgium.
|
7 |
European Committee for Standardization (2005), EN 1998-3-2005, Eurocode 8: Design of structures for earthquake resistance-Part 3: assessment and retrofitting of buildings, Brussels, Belgium.
|
8 |
Favvata, M.J., Naoum, M.C. and Karayannis, C.G. (2013), "Limit states of RC structures with first floor irregularities", Struct. Eng. Mech., 47(6), 791-818
DOI
|
9 |
FEMA 310 (1998), Handbook for the seismic evaluation of buildings-A prestandard, ASCE.
|
10 |
Kampas, G. and Makris, N. (2012), "Time and frequency domain identification of seismically isolated structures: advantages and limitations", Earthq. Struct., 3(3-4), 249-270.
DOI
|
11 |
KAN.EPE. (2012), Greek Retrofitting Code, Greek Organization for Seismic Planning and Protection (OASP), Greek Ministry for Environmental Planning and Public Works, Athens. (in Greek)
|
12 |
Kelly, J.M. (1997), Earthquake-Resistant Design with Rubber (2nd Edition.), Springer-Verlag, London, UK.
|
13 |
Kelly, J.M. (1998), "Seismic isolation of civil buildings in the USA", Pro. Struct. Eng. Mater., 1(3), 279-285.
DOI
|
14 |
Kelly, J.M. (1999), "Role of damping in seismic isolation", Earthq. Eng. Struct. Dyn., 28(1), 3-20.
DOI
|
15 |
Kelly, T.E. (2001), Base Isolation of Structures, Holmes, Cosulting Group Ltd, Auckland, New Zealand.
|
16 |
Makris, N. and Kampas, G. (2013), "The engineering merit of the "Effective Period" of bilinear isolation systems", Earthq. Struct., 4(4), 397-428.
DOI
|
17 |
Guide specifications for seismic isolation design (1991), American association of state highway and transportation officials, Washington, DC.
|
18 |
Konstantinidis, D. and Makris, N. (2006), "Experimental and analytical studies on the seismic response of freestanding and restrained laboratory equipment", Proceedings of the 8th US national conference on earthquake engineering (CD).
|
19 |
Kunnath, S.K., Hoffmann, G. and Reinhorn, A.M. (1995), "Gravity-load-designed reinforced concrete buildings-Part I: seismic evaluation of existing construction", ACI Struct. J., 92(3), 343-354.
|
20 |
Manoukas, G., Athanatopoulou, G. and Avramidis, I. (2011), "Static pushover analysis based on an energyequivalent SDOF system", Earthq. Spectra, 27(1), 89-105.
DOI
|
21 |
Manoukas, G., Athanatopoulou, G. and Avramidis, I. (2012), "Multimode pushover analysis for asymmetric buildings under biaxial seismic excitation based on a new concept of the equivalent single degree of freedom system", Soil Dyn. Earthq. Eng., 38, 88-96.
DOI
|
22 |
Mavronicola, E. and Komodromos, P. (2014),"On the response of base-isolated buildings using bilinear models for LRBs subjected to pulse-like ground motions: sharp vs. smooth behavior", Earthq. Struct., 7(6), 1223-1240.
DOI
|
23 |
Mistakidis, E.S., De Matteis, G. and Formisano, A. (2006), "Low yield metal shear panels as an alternative for the seismic upgrading of concrete structures", Adv. Eng. Soft., 38(8-9), 626-636.
DOI
|
24 |
Mokha, A.S., Amin, N., Constantinou, M.C. and Zayas, V. (1996), "Seismic isolation retrofit of large historic building", J. Struct. Eng., 122(3), 298-309.
DOI
|
25 |
Providakis, C.P. (2008), "Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations", Eng. Struct., 30(5), 1187-1198.
DOI
|
26 |
Naeim, F. and Kelly, J.M. (1999), Design of seismic isolated structures, Wiley, New York, USA.
|
27 |
Nagarajaiah, S., Reinhorn, A.M. and Constantinou, M.C. (1991), 3D-Basis: Non-Linear Dynamic Analysis of Three-Dimensional Base Isolated Structures: Part II, Technical Report NCEER-91-0005, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, USA.
|
28 |
Park, Y.J., Wen, Y.K. and Ang, A.H.S. (1986), "Random vibration of hysteretic systems under bi-directional ground motions", Earthq. Eng. Struct. Dyn., 14(4), 543-557.
DOI
|
29 |
RD (1959), Earthquake design regulation of building works, Royal Decree (19/26.02.1959), Ministry of Public Works, Greece. (in Greek)
|
30 |
Skinner, R.I., Robinson, W.H. and McVerry, G.H. (1993), An introduction to seismic isolation, John Wiley and Sons, London, UK.
|
31 |
Su, L., Ahmadi, G. and Tadjbakhsh, J.G. (1989), "A comparative study of performances of various base isolation systems, part I: Shear beam structures", Earthq. Eng. Struct. Dyn., 18(1), 11-32.
DOI
|
32 |
Thermou, G.E. and Pantazopoulou, S.J. (2011), "Assessment indices for the seismic vulnerability of existing R.C. buildings", Earthq. Eng. Struct. Dyn., 40, 293-313.
DOI
|
33 |
Varnava, V. and Komodromos, P. (2013), "Assessing the effect of inherent nonlinearities in the analysis and design of a low-rise base isolated steel building", Earthq. Struct., 5(5), 499-526.
DOI
|
34 |
Wen, Y.K. (1976), "Method for random vibration of hysteretic systems", J. Eng. Mech. Div., 102(2), 249-263.
|