Algermissen, S.T,, Perkins, D.M., Thenhaus, P.C., Hanson,
S.L., and Bender, B,L., 1982, Probabilistic
estimates of maximum acceleration and velocity
in rock in the contiguous United States: U.S. Geological
Survey Open-File Report, 824033,
Anderson, J.G., 1978, Program EQRISK: A computer
program for finding uniform risk spectra of
strong earthquake ground motion: Report, LL of
Southern California, Dept, of Civil Engineering.
Araya, R, and Der Kiureghian, A., 1988, Seismic hazard
analysis; improved models, uncertainties and
sensitivities, Earthquake Engineering Research
Center, Report No, UCB/ÊERC-90/11, University
of California, Berkeley, CA, 155 p.
Bender, B. and Perkins, D.M., 1987, SEIRISK III: A
computer program for seismic hazard estimation:
U,S. Geol. Surv, Bull. No.1772,
Campbell, K.W.,1985, Strong motion attenuation relations
a ten-year perspective: Earthquake Spectra,
1(4), 759-804,
Chiang, W-L,, Guidi, G.A,, Mortgart, C.P., Schoof,
C.C. and Shah, H,C, 1984, Computer programs
for seismic hazard analysis: A User Manual, Report
No.62, The J. A. Blume Earthquake Engine»
ering Cener, Stanford University, California.
EERI Commitee on Seismic Risk, 1989, The basics of
seismic risk analysis: Earthquake Spectra, 5(4),
675-702.
Gülkan, P., Koçyiğit, A., Yiicemen, M.S., Doyuran, V,
ve Başöz, N., 1993, en son verilere göre hazırlanan
Türkiye deprem bölgeleri haritası: ODTÜ
Deprem Mühendisliği Araştırma Merkezi, Rapor
No, 93-01,
Joyner, WJ3, and Boore, D.M., 1988, Measurement,
characterization and prediction of sfrong ground
motion: Earthquake Engineering and Soil Dynamics,
2, Recent Advances in Ground potion
Evaluation, 43402,
Polo, CM. and Slemmons, D.B., 1990, Estimation of
earthquake size for seismic hazards, in Kri=
nitzsky, E,L, and Slemmons, D.B,, editors, Neotectonics
in Earthquake Evaluation: Reviews irt
Engineering Geology, 8,1-28,
TORA Corporation, 1980, Seismic hazard analysis for
the Savannah River Plant, South Carolina: Report
by TERA Corporation, 2150 Shattuck Ave.
Berkeley, California.
