1 |
Bendat, J. and Piersol, A. (2000), Random Data. Analysis and Measurement Procedures, Third Edition, John Wiley & Sons, Inc Publication, USA.
|
2 |
Beyer, K. and Bommer, J.J. (2007), "Selection and scaling of real accelerograms for bi-directional loading: A review of current practice and Code provisions", J. Earthq. Eng., 11, 13-45.
|
3 |
Bradley, A.B., Dhakal, P.R., MacRae, A.G. and Cubrinovski, M. (2010), "Prediction of spatially distributed seismic demands in specific structures: Ground motion and structural response", Earthq. Eng. Struct. D., 39, 501-520.
|
4 |
EN/1998: Eurocode No8 (2004), "Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings", European Committee for Standardization, Brussels.
|
5 |
EN/1990: Eurocode No0 (2002), "Basis of structural design", European Committee for Standardization, Brussels.
|
6 |
Gazetas, G. (2006), "Seismic design of foundations and soil-structure interaction", Proceedings of the 1st European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland, September.
|
7 |
Jun, D. (2010), "Seismic response of r/c structures subjected to simulated ground motions compatible with design spectrum", Struct. Design Tall Spec. Build., DOI:10.1002/tal.658.
|
8 |
Mylonakis, G. and Gazetas, G. (2000), "Seismic soil-structure interaction: beneficial or detrimental?", J. Earthq. Eng., 4(3), 277-301.
|
9 |
Theodoulidis, N., Kalogeras, I., Papazachos, C., Karastathis, V., Margaris, B., Papaioannou, Ch., Skarlatoudis. (2004), "A. HEAD 1.0: A unified hellenic accelerogram database", Seismol. Res. Lett., 7(1), 36-45.
|
10 |
Tothong, P. and Luco, N. (2007), "Probabilistic seismic demand analysis using advanced ground motion intensity measures", Earthq. Eng. Struct. D., 36, 1837-1860.
DOI
ScienceOn
|
11 |
Xu, L. and Xie, L. (2004), "Bi-Normalized response spectral characteristics of the 1999 Chi-ChiEarthquake", Earthq. Eng. Eng. Vib., 3(2), December.
|
12 |
Ziotopoulou, A. and Gazetas, G. (2010), "Are current design spectra sufficient for soil-structure systems on soft soils?", Advances in Performance-Based Earthquake Engineering, Chapter 8, Ed. M.N. Fardis, Springer Verlag, Berlin.
|