1 |
Aschheim, M.A. and Black, E.F. (2000), "Yield Point Spectra for seismic design and rehabilitation", Earthq. Spectra, 16(2), 317-336.
DOI
ScienceOn
|
2 |
Clough, R.W. and Penzien, J.(1993), Dynamics of Structures. McGraw-Hill International Editions, 2nd Edition.
|
3 |
Dunand, F., Rodgers, J.E., Acosta, A.V., Salsman, M., Bard, P.Y. and Celebi, M. (2004), "Ambient vibration and earthquake strong-motion data sets for selected USGS extensively instrumented buildings." U.S. Dept. of the Interior, U.S. Geological Survey, Open-File Report 2004-1375, pp. 31.
|
4 |
Eurocode 8 (2004), "Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings", EN1998-1-2004:E, European Committee for Standardisation CEN, Brussels.
|
5 |
Ivanoviæ, S.S., Trifunac, M.D. and Todorovska, M.I. (2000), "Ambient vibration tests of structures - a review", ISET J. Earthq. Technol., 37(4), 165-197.
|
6 |
Pinto, A., Verzeletti, G., Molina, J., Varum, H., Pinho, R. and Coehlo, E. (2002), "Pseudo-dynamic tests on nonseismic resisting RC frames (bare and selective retrofit frames)", EUR Report 20244EN, JRC, Ispra, Italy.
|
7 |
Thermou, G.E. (2007), Design and assessment models and spectra for repaired reinforced concrete structures, PhD Thesis, Civil Engineering Department, Demokritus University of Thrace.
|
8 |
Thermou, G.E., Pantazopoulou, S.J. and Elnashai, A.S. (2007), "Design methodology for seismic upgrading of substandard RC structures", J. Earthq. Eng., 4(1), 582-606.
|