1 |
Jayaram, N., Baker, J.W., Okano, H., Ishida, H., McCann Jr, M.W. and Mihara, Y. (2011), "Correlation of response spectral values in Japanese ground motions", Earthq. Struct., 2(4), 357-376.
DOI
|
2 |
Jayaram, N., Lin, T. and Baker, J.W. (2011), "A computationally efficient ground-motion selection algorithm for matching a target response spectrum mean and variance", Earthq. Spectra, 27(3), 797-815.
DOI
|
3 |
Kaklamanos, J. and Baise, L.G. (2011), "Model validations and comparisons of the next generation attenuation of ground motions (NGA-West) project", Bull. Seismol. Soc. Am., 101(1), 160-175.
DOI
|
4 |
Katsanos, E.I., Sextos, A.G. and Manolis, G.D. (2010), "Selection of earthquake ground motion records: A state-of-the-art review from a structural engineering perspective", Soil. Dyn. Earthq. Eng., 30(4), 157-169.
DOI
|
5 |
Kostinakis, K.G. and Athanatopoulou, A.M. (2015), "Evaluation of scalar structure-specific ground motion intensity measures for seismic response prediction of earthquake resistant 3D buildings", Earthq. Struct., 9(5), 1091-1114.
DOI
|
6 |
Kutner, M.H., Nachtsheim, C. and Neter, J. (2004), Applied linear regression models, McGraw-Hill/Irwin.
|
7 |
Luco, N. and Cornell, C.A. (2007), "Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions", Earthq. Spectra, 23(2), 357-392.
DOI
|
8 |
Kwong, N. Simon and Chopra, A.K. (2016), "Evaluation of the exact conditional spectrum and generalized conditional intensity measure methods for ground motion selection", Earthq. Eng. Struct. Dyn., 45(5), 757-777.
DOI
|
9 |
Mahmoudi, M., Shayanfar, M.A., Barkhordari, M.A. and Jahani, E. (2016), "New fuzzy method in choosing Ground Motion Prediction Equation (GMPE) in probabilistic seismic hazard analysis", Earthq. Struct., 10(2), 389-408.
DOI
|
10 |
Medina, R.A. and Krawinkler, H. (2004), Seismic demands for nondeteriorating frame structures and their dependence on ground motions, Pacific Earthquake Engineering Research Center.
|
11 |
Mousavi, M., Ghafory‐Ashtiany, M. and Azarbakht, A. (2011), "A new indicator of elastic spectral shape for the reliable selection of ground motion records", Earthq. Eng. Struct. Dyn., 40(12), 1403-1416.
DOI
|
12 |
Smerzini, C., Galasso, C., Iervolino, I. and Paolucci, R. (2014), "Ground motion record selection based on broadband spectral compatibility", Earthq. Spectra, 30(4), 1427-1448.
DOI
|
13 |
Mousavi, M., Shahri, M. and Azarbakht, A. (2012), "E-CMS: A new design spectrum for nuclear structures in high levels of seismic hazard", Nucl. Eng. Des., 252, 27-33.
DOI
|
14 |
Rupakhety, R., Sigurdsson, S., Papageorgiou, A. and Sigbjornsson, R. (2011), "Quantification of groundmotion parameters and response spectra in the near-fault region", Bull. Earthq. Eng., 9(4), 893-930.
|
15 |
Scherbaum, F., Delavaud, E. and Riggelsen, C. (2009), "Model selection in seismic hazard analysis: An information-theoretic perspective", Bull. Seismol. Soc. Am., 99(6), 3234-3247.
DOI
|
16 |
Smerzini, C. and Paolucci, R. (2013), "SIMBAD: a database with selected input motions for displacementbased assessment and design-3rd release", Report of DPC-ReLUIS.
|
17 |
Soghrat, M., Khaji, N. and Zafarani, H. (2012), "Simulation of strong ground motion in northern Iran using the specific barrier model", Geophys. J. Int., 188(2), 645-679.
DOI
|
18 |
Somerville, P.G. (1997), Development of ground motion time histories for phase 2 of the FEMA/SAC steel project. SAC Joint Venture.
|
19 |
Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514.
DOI
|
20 |
Zafarani, H. and Soghrat, M. (2012), "Simulation of ground motion in the Zagros region of Iran using the specific barrier model and the stochastic method", Bull. Seismol. Soc. Am., 102(5), 2031-2045.
DOI
|
21 |
Abrahamson, N. and Youngs, R. (1992), "A stable algorithm for regression analyses using the random effects model", Bull. Seismol. Soc. Am.,82(1), 505-510.
|
22 |
Ambraseys, N. and Douglas, J. (2003), "Near-field horizontal and vertical earthquake ground motions", Soil. Dyn. Earthq. Eng., 23(1), 1-18.
DOI
|
23 |
Abrahamson, N. and Silva, W.J. (1997), "Empirical response spectral attenuation relations for shallow crustal earthquakes", Seismol. Res. Lett., 68(1), 94-127.
DOI
|
24 |
Akkar, S. and Bommer, J.J. (2007), "Empirical prediction equations for peak ground velocity derived from strong-motion records from Europe and the Middle East", Bull. Seismol. Soc. Am., 97(2), 511-530.
DOI
|
25 |
Akkar, S. and Bommer, J.J. (2010), "Empirical equations for the prediction of PGA, PGV, and spectral accelerations in Europe, the Mediterranean region, and the Middle East", Seismol. Res. Lett., 81(2), 195-206.
DOI
|
26 |
Amiri, G.G., Khorasani, M., Hessabi, R.M. and Amrei, S.R. (2009), "Ground-motion prediction equations of spectral ordinates and Arias intensity for Iran", J.Earthq. Eng., 14(1), 1-29.
DOI
|
27 |
Ancheta, T.D., Darragh, R.B., Stewart, J.P., Seyhan, E., Silva, W.J., Chiou, B.S.-J. and Boore, D.M. (2014),"NGA-West2 database", Earthq. Spectra, 30(3), 989-1005.
DOI
|
28 |
Baker, J.W. and Jayaram, N. (2008), "Correlation of spectral acceleration values from NGA ground motion models", Earthq. Spectra, 24(1), 299-317.
DOI
|
29 |
Baker, J.W. (2010), "Conditional mean spectrum: Tool for ground-motion selection", J. Struct. Eng., 137(3), 322-331.
|
30 |
Baker, J.W. and Allin Cornell, C. (2006), "Spectral shape, epsilon and record selection", Earthq. Eng. Struct. Dyn., 35(9), 1077-1095.
DOI
|
31 |
Baker, J.W., Lin, T., Shahi, S.K. and Jayaram, N. (2011), "New ground motion selection procedures and selected motions for the PEER transportation research program", Pacific Earthquake Engineering Research Center Report.
|
32 |
Bindi, D., Massa, M., Luzi, L., Ameri, G., Pacor, F., Puglia, R. and Augliera, P. (2014), "Pan-European ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods up to 3.0 s using the RESORCE dataset", Bull. Earthq. Eng., 12(1), 391-430.
DOI
|
33 |
Bindi, D., Massa, M., Luzi, L., Ameri, G., Pacor, F., Puglia, R. and Augliera, P. (2014), "Erratum to: Pan-European ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods up to 3.0 s using the RESORCE dataset", Bull. Earthq. Eng., 12(1), 431-448.
DOI
|
34 |
Boore, D.M., Stewart, J.P., Seyhan, E. and Atkinson, G.M. (2014), "NGA-West2 equations for predicting PGA, PGV, and 5% damped PSA for shallow crustal earthquakes", Earthq. Spectra, 30(3), 1057-1085.
DOI
|
35 |
Bradley, B.A. (2010), "A generalized conditional intensity measure approach and holistic ground‐motion selection", Earthq. Eng. Struct. Dyn., 39(12), 1321-1342.
DOI
|
36 |
Brillinger, D.R. and Preisler, H.K. (1984), "An exploratory analysis of the Joyner-Boore attenuation data", Bull. Seismol. Soc. Am., 74(4), 1441-1450.
|
37 |
Brillinger, D.R. and Preisler, H.K. (1985), "Further analysis of the Joyner-Boore attenuation data", Bull. Seismol. Soc. Am., 75(2), 611-614.
|
38 |
Campbell, K.W. and Bozorgnia, Y. (2003), "Updated near-source ground-motion (attenuation) relations for the horizontal and vertical components of peak ground acceleration and acceleration response spectra", Bull. Seismol. Soc. Am., 93(1), 314-331.
DOI
|
39 |
Campbell, K.W. and Bozorgnia, Y. (2008), "NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10 s", Earthq. Spectra, 24(1), 139-171.
DOI
|
40 |
Campbell, K.W. and Bozorgnia, Y. (2014), "NGA-West2 ground motion model for the average horizontal components of PGA, PGV, and 5% damped linear acceleration response spectra", Earthq. Spectra, 30(3), 1087-1115.
DOI
|
41 |
Cauzzi, C. and Faccioli, E. (2008), "Broadband (0.05 to 20 s) prediction of displacement response spectra based on worldwide digital records", J. Seismol., 12(4), 453-475.
DOI
|
42 |
Cauzzi, C., Faccioli, E., Vanini, M. and Bianchini, A. (2014), "Updated predictive equations for broadband (0.01-10 s) horizontal response spectra and peak ground motions, based on a global dataset of digital acceleration records", Bull. Earthq. Eng., 13(6), 1587-1612.
|
43 |
CEN. (2004), Eurocode 8: design of structures for earthquake resistance-part 1, General rules, seismic actions and rules for buildings (EN 1998-1).
|
44 |
Cheng, Y., Lucchini, A. and Mollaioli, F. (2014), "Proposal of new ground-motion prediction equations for elastic input energy spectra", Earthq. Struct., 7(4), 485-510.
DOI
|
45 |
Chintanapakdee, C. and Chopra, A.K. (2004), "Seismic response of vertically irregular frames: response history and modal pushover analyses", J. Struct. Eng., 130(8), 1177-1185.
DOI
|
46 |
Cantagallo, C., Camata, G. and Spacone, E. (2015), "Influence of ground motion selection methods on seismic directionality effects", Earthq. Struct., 8(1), 185-204.
DOI
|
47 |
Dimopoulos, A.I., Bazeos, N. and Beskos, D.E. (2012), "Seismic yield displacements of plane moment resisting and x-braced steel frames", Soil. Dyn. Earthq. Eng., 41, 128-140.
DOI
|
48 |
FEMA P695 (2009), Quantification of Building Seismic Performance Factors, Washington, DC.
|
49 |
Ghasemi, H., Zare, M., Fukushima, Y. and Koketsu, K. (2009), "An empirical spectral ground-motion model for Iran", J. Seismol., 13(4), 499-515.
DOI
|
50 |
Ghafory-Ashtiany, M. and Arian-Moghaddam, S. (2015), "Strong Ground Motion Record Selection; Approaches, Challenges and Prospects", 26th General Assembly of the International Union of Geodesy and Geophysics (IUGG), prague, Czech, June 22-July 2.
|
51 |
Graziotti, F., Penna, A. and Magenes, G. (2016), "A nonlinear SDOF model for the simplified evaluation of the displacement demand of low-rise URM buildings", Bull. Earthq. Eng., 14(6), 1589-1612.
DOI
|
52 |
Haselton, C.B. (2006), "Assessing seismic collapse safety of modern reinforced concrete moment frame buildings", Ph.D. Dissertation, Stanford University, Stanford.
|
53 |
Haselton, C.B., Baker, J.W., Liel, A.B. and Deierlein, G.G. (2009), "Accounting for ground-motion spectral shape characteristics in structural collapse assessment through an adjustment for epsilon", J. Struct. Eng., 137(3), 332-344.
|
54 |
Ibarra, L.F. and Krawinkler, H. (2005), "Global collapse of frame structures under seismic excitations", Pacific javascript:checkRefBr('', 'next');Earthquake Engineering Research Center Report.
|
55 |
Iervolino, I., Galasso, C. and Cosenza, E. (2010), "REXEL: computer aided record selection for code-based seismic structural analysis", Bull. Earthq. Eng., 8(2), 339-362.
DOI
|