References
1.Baker, J.W. Conditional mean spectrum: Tool forground motion selection",ASCE Journal of StructuralEngineering,173(3), pp. 322-331 (2011).
2.Campbell, K.W. and Bozorgnia, Y. NGA groundmotion model for the geometric mean horizontal com-ponent of PGA, PGV, PGD and 5% damped linearelastic response spectra for periods ranging from 0.01to 10 s",Earthquake Spectra,24(1), pp. 139-171(2008).3.Somerville, P.G. and Thio, H.K. Development ofground motion time histories for seismic design",Pro-ceedings of the Ninth Paci c Conference on EarthquakeEngineering Building an Earthquake-Resilient Society,Auckland, New Zealand, 14-16 April (2011).4.Lin, T., Haselton, C.B. and Baker, J.W. Conditional-spectrum-based ground motion selection, Part I: Haz-ard consistency for risk-based assessments",Earth-quake Engineering and Structural Dynamics,42(12),pp. 1847-1865 (2013).5.Lin, T., Haselton, C.B. and Baker, J.W. Conditional-Spectrum-based ground motion selection. Part II:Intensity-based assessments and evaluation of alter-native target spectra",Earthquake Engineering andStructural Dynamics,42(12), pp. 1867-1884 (2013).6.Baker, J.W. and Jayaram, N. Correlation of spectralacceleration values from NGA ground motion models",Earthquake Spectra,24(1), pp. 299-317 (2008).7.Carlton, B. and Abrahamson, N. Issues and ap-proaches for implementing conditional mean spectrain practice",Bulletin of the Seismological Society ofAmerica,104(1), pp. 503-512 (2014).8.Hashash, Y., Abrahamson, N., Olson, S., Hague, S.and Kim, B. Conditional mean spectra in site-speci cseismic hazard evaluation for a Major River Crossing inthe Central united states",Earthquake Spectra,31(1),pp. 47-69 (2014).9.Mousavi, M., Ghafory-Ashtiany, M. and Azarbakht,A. A new indicator of elastic spectral shape for thereliable selection of ground motion records",Earth-quake Engineering and Structural Dynamics,40(12),pp. 1403-1416 (2011).10.Azarbakht, A., Shahri, M. and Mousavi, M. Reliableestimation of the mean annual frequency of collapseby considering ground motion spectral shape e ects",Bulletin of Earthquake Engineering,13(3), pp. 777-797(2015).11.USGS. United State of Geological Survey, Availablefrom: https://geohazards.usgs.gov/deaggint/2008/.12.Bazzurro, P. and Cornell, C.A. Seismic hazard anal-ysis of nonlinear structures I: Methodology",ASCEJournal of Structural Engineering,120(11), pp. 3320-3344 (1994).13.Cornell, C.A., Jalayer, F., Hamburteger, R.O. andFoutch, D.A. Probabilistic basis for 2000 SAC federalemergency management agency steel moment frameguidelines",ASCE Journal of Structural Engineering,128(4), pp. 526-533 (2002).14.Chiou, B.S.J. and Youngs, R.R. An NGA modelfor the average horizontal component of peak groundmotion and response spectra",Earthquake Spectra,24(1), pp. 173-215 (2008).15.Abrahamson, N.A. and Silva, W.J. Summary of theAbrahamson & Silva NGA ground motion relations",Earthquake Spectra,24(1), pp. 67-97 (2008).16.Boore, D.M. and Atkinson, G.M. Ground-Motionprediction equations for the average horizontal compo-nent of PGA, PGV, and 5%-damped PSA at spectralperiods between 0.01 s and 10.0 s",Earthquake Spectra,24(1), pp. 99-138 (2008).17.Baker, J.W. and Cornell, C.A.,Vector-Valued GroundMotion Intensity Measures for Probabilistic SeismicDemand Analysis, PEER Report 2006/08, Paci cEarthquake Engineering Research Center, Universityof California, Berkeley, CA (2006).18.Negro, P., Mola, E., Molina, F.J. and Magonette, G.E.Full-scale testing of a torsionally unbalanced three-story non-seismic RC frame",Proceedings of the 13thWorld Conference on Earthquake Engineering, PaperNo. 968 (2004).19.Fardis, M.N.,Design of an Irregular Building for theSPEAR Project-Description of the 3-Storey Structure,University of Patras, Structures Laboratory, Greece(2002).20.Fajfar, P., Dolsek, M., Marusic, D. and Stratan,A. Pre- and post-test mathematical modeling ofa plan-asymmetric reinforced concrete frame build-ing",Earthquake Engineering and Structural Dynam-ics,35(11), pp. 1359-1379 (2006).21.Vamvatsikos, D. and Cornell, C.A. Incremental dy-namic analysis",Earthquake Engineering and Struc-tural Dynamics,31(3), pp. 491-514 (2002).22.Mousavi, M., Shahri, M. and Azarbakht, A. ECMS:A new design spectrum for nuclear structure in highlevels of seismic hazard",Nuclear Engineering andDesign,252, pp. 27-33 (2012).
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