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References

 

 

 

[1] M. Hachem et al., Quakemanager: An Integrated Software for Management, Analysis, Selection and Modification Of Ground Motions, 17th World Conference On Earthquake Engineering, 17WCEE. P. 12, 2021.

[2] American Society of Civil Engineers, ASCE 7-16, Minimum Design Loads for Buildings and Other Structures, 2016.

[3] American Society of Civil Engineers, ASCE 7-10, Minimum Design Loads for Buildings and OtherStructures, 2010.

[3] American Society of Civil Engineers,  ASCE 7-05, Minimum Design Loads for Buildings and OtherStructures, 2005.

[5] American Society of Civil Engineers, ASCE 41-17, Seismic Evaluation and Retrofit of Existing Buildings, 2017.

[6] American Society of Civil Engineers, ASCE 41-13, Seismic Evaluation and Retrofit of Existing Buildings, 2013.

[7] American Society of Civil Engineers, ASCE 41-06, Seismic Evaluation and Retrofit of Existing Buildings, 2006.

[8] S. Mazzoni, M. Hachem & M. Sinclair, An Improved Approach for Ground Motion Suite Selection and Modification for Use in Response History Analysis, 15th World Conference on Earthquake Engineering, 15WCEE, 2015.

[9]  N. Abrahamson, Non-stationary spectral matching, Seismol. Res. Lett. 63, 30, 1992.

[10] L. Attik, N. Abrahamson: An Improved Method for Nonstationary Spectral Matching, Earthquake Spectra, Volume 26, No. 3, pages 601–617, Earthquake Engineering Research Institute, 2010.

[11] J. Hancock, J. Watson-Lamprey, N. Abrahamson, J. Bommer, A. Markatis, E. Mccoy and R. Mendis: An Improved Method of Matching Response Spectra of Recorded Earthquake Ground Motion Using Wavelets, Journal of Earthquake Engineering, Vol. 10, Special Issue 1 (2006) 67–89.

[12] D. Grant: Response Spectral Matching of Two Horizontal Ground-Motion Components, Journal of Structural Engineering © ASCE, vol. 137, nš 3, p. 9, 2011.

[13] K. Lilhanand and W.S. Tseng, Generation of synthetic time histories compatible with multiple-damping response spectra, SMiRT-9, Lausanne, K2/10, 1987.

[14] K. Lilhanand and W.S. Tseng, Development and application of realistic earthquake time histories compatible with multiple damping response spectra, in Ninth World Conf. Earth. Engin., Tokyo, Japan, Vol 2, 819–824, 1988.

[15] User Manual for RSPMatch09.pdf.

[16] American Society of Civil Engineers, ASCE 7-22, Minimum Design Loads for Buildings and Other Structures (Proposal), 2022.

[17] NEHRP 2020, National Earthquake Hazards Reduction Program (Proposal), 2020

[18] CBC 2016, California Building Code, 2016.

[19] CBC 2010, California Building Code, 2010.

[20] American Association of State Highway and Transportation Officials, AASHTO 2009, Guide Specifications for LRFD Seismic Bridge Design, 2009.

[21] Applied Technology Council, ATC 3-06. Tentative Provisions for the Development of Seismic Regulations for Buildings, 1978.

[22] L. Danciu, Development of a system to asses the earthquake damage potential for buildings: Intensiometer, PhD Thesis, University of Patras, Greece, 2006.

[23] S. Kramer, Geotechnical Earthquake Engineering, Prentice Hall, 1996.

[24] Cabanas at al (1997).

[25] N. Abrahamson & J. Watson-Lamprey, Use of CAV in Determining Effects of Small Magnitude Earthquakes on Seismic Hazard Analyses (EPRI 2006).

[26] T. O’Hara and J. Jacobson, Standardization of the cumulative absolute velocity, 1991.

[27] K. Campbell & Y. Bozorgnia, Analysis of Cumulative Absolute Velocity (CAV)  and JMA Instrumental Seismic Intensity (IJMA) Using the PEER-NGA Strong Motion Database, 2010.

[28] N. Buratti, A Comparison of the Performances of Various Ground Motion Intensity Measures. 15 World Conference on Earthquake Engineering, Lisbon, 2012.

[29] M. D. Trifunac, and A. G. Brady, "A study on the duration of strong earthquake ground motion." Bulletin of the Seismological Society of America, 65 (3), 581-626, 1975.

[30] E. Rathje, N. Abrahamson, J. Bray, Simplified Frequency Content Estimates of Earthquake Ground Motions, Journal of Geotechnical and Geoenvironmental Engineering, 1998.124:150-159, page 1, 1998.

[31] S. Kramer, R. Mitchel, Ground Motion Intensity Measures for Liquefaction Hazard Evaluation, Earthquake Spectra, Volume 22, No. 2, pages 413–438, Earthquake Engineering Research Institute, 2006.

[32] M. Dabaghi, A. Der Kiureghian: Simulation of orthogonal horizontal components of near‐ fault ground motion for specified earthquake source and site characteristics, International Association for Earthquake Engineering, vol. 47, nš 6, p. 25, 2018.

[33] Shahi, Shrey & Baker, Jack.. An Efficient Algorithm to Identify Strong-Velocity Pulses in Multicomponent Ground Motions. Bulletin of the Seismological Society of America. 104. 2456-2466. 10.1785/0120130191, 2014.

[34] Hashash, Y.M.A., Musgrove, M.I., Harmon, J.A., Ilhan, O., Xing, G., Numanoglu, O., Groholski, D.R., Phillips, C.A., and Park, D. 2020 “DEEPSOIL 7.0, User Manual”. Urbana, IL, Board of Trustees of University of Illinois at Urbana-Champaign, 2020

 

 

 

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