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Baker, J., and Cornell, C. A., 2005. A vector-valued ground motion intensity measure
consisting of spectral acceleration and epsilon,
Earthquake Engineering and
Structural Dynamics
34
, 1193-1217.
Bazzurro, P., and Cornell, C. A., 2002. Vector-valued probabilistic seismic hazard
analysis (VPSHA), in
Proceedings, 7th U.S. National Conference on Earthquake
Engineering
, Paper #61, Boston, Massachusetts.
Chiou, B., Darragh, R., Gregor, N., and Silva, W., 2008. NGA project strong motion
database,
Earthquake Spectra
24
, 23-44.
Cornell, C. A., 1968. Engineering seismic risk analysis,
Bulletin of Seismological
Society of America
58
, 1583-1606.
Cornell, C. A., and Krawinkler, H., 2000. Progress and challenges in seismic perfor-
mance assessment,
Peer Center News
,
3
(2).
Cornell, C. A., Jalayer, F., Hamburger, R. O., and Foutch, D. A., 2002. Probabilistic
basis for 2000 SAC/FEMA steel moment frame guidelines,
Journal of Structural
Engineering
128
(4), 526-533.
FEMA, 1997.
NEHRP guidelines for the seismic rehabilitation of buildings
, Report
No. FEMA-273, Federal Emergency Management Agency, Washington, DC.
FEMA, 2000.
Recommended seismic design criteria for new steel moment-frame
buildings
, Report No. FEMA-350, SAC Joint Venture, Federal Emergency Man-
agement Agency, Sacramento, CA.
Giovenale, P., Cornell, C. A., and Esteva, L., 2004. Comparing the adequacy of alter-
native ground motion intensity measures for the estimation of structural responses.
Earthquake Engineering and Structural Dynamics
33
, 951-979.
Gülerce, Z., and Abrahamson, N. A., 2010. Vector-valued probabilistic seismic hazard
assessment for the effects of vertical ground motions on the seismic response of
highway bridges,
Earthquake Spectra
26
, 999-1016.
Gülerce, Z., and Abrahamson, N. A., 2011. Site-specifi c design spectra for vertical
ground motion,
Earthquake Spectra
27
, 1023-1047.
Gülerce, Z., Erduran, E., Kunnath, S., and Abrahamson, N. A., 2012. Seismic demand
models for probabilistic risk analysis of near fault vertical ground motion effects
on ordinary highway bridges,
Earthquake Engineering and Structural Dynamics
41
, 159-175.
Krawinkler, H., 2002. A general approach to seismic performance assessment.
Pro-
ceedings, International Conference on Advances and New Challenges in Earth-
quake Engineering Research
, ICANCEER 2002, Hong Kong, August 19-20, 2002.
Kunnath, S. K., Erduran, E., Chai, Y. H., and Yashinsky, M., 2008. Effect of near-fault
vertical ground motions on seismic response of highway overcrossings,
Journal of
Bridge Engineering
13
, 282-290.
Luco, N., 2002. Probabilistic seismic demand analysis, Smrf connection fractures, and
near-source effects. Ph.D. Dissertation, Department of Civil and Environmental
Engineering, Stanford University, Stanford, CA.
Luco, N., and Cornell, C. A., 2007. Structure-specifi c scalar intensity measures for
near-source and ordinary earthquake ground motions,
Earthquake Spectra
,
23
,
357-392.
Mackie, K., and Stojadinovic, B., 2003.
Seismic demands for performance-based
design of bridges
, Pacifi c Earthquake Engineering Research Center, University
of California, Berkeley, PEER 2003-16.
McGuire, R. K., 2004.
Analysis of seismic hazard and risk
, EERI Monograph, Earth-
quake Engineering Research Center.
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