Investigation on the Components of 2012 Twin Earthquakes of Azerbaijan along Principal Directions


 

[1]                Penzien, J., Watabe, M., "Characteristics of 3-Dimensional Earthquake Ground Motions", Earthquake Engineering and Structural Dynamics, 1975, 3, 365-373.
[2]                Kubo, T., Penzien J., "Simulation of Three-Dimensional Strong Ground Motions along Principal Axes, San Fernando Earthquak", Earthquake Engineering and Structural Dynamics, 1979, 7, 279-294.
[3]                Smeby, W., Der Kiureghian, A., "Modal Combination Rules for Multicomponent Earthquake Excitation", Earthquake Engineering and Structural Dynamics, 1985, 13, 1-12.
[4]                Yeh, C., Wen, Y., "Modeling of Nonstationary Earthquake Ground Motion and Biaxial and Torsional Response of Inelastic Structures", Civil Engineering Studies, Structural Research Series University of Illinois, 1989.
[5]                Heredia-Zavoni, E., Machicao-Barrionuevo, R., "Response to Orthogonal Components of Ground Motion and Assessment of Percentage Combination Rules", Earthquake Engineering and Structural Dynamics, 2004, 33, 271-284.
[6]                Gillie, J. L., Rodriguez-Marek, A., Daniel, C. M., "Strength Reduction Factors for Near-Fault Forward-Directivity Ground Motions", Engineering Structures, 2010, 32, 273-285.
[7]                Bertero, V., Mahin, S. A., Herrera, R. A., "Aseismic Design Implications of Near-Fault San FernandoEarthquake Records", Earthquake Engineering and Structural Dynamics, 1978, 6, 31-42.
[8]                Bray, J. D., Rodriguez-Marek, A., "Characterization of Forward-Directivity Ground Motions in the Near-Fault Region Abstract", Soil Dynamics and Earthquake Engineering, 2004, 24, 815-828.
[9]                Zareh, M., Shahvar, M., "An Urgent Report on the 11 August 2012, Mw 6.2 and Mw 6.1; Ahar Twin earthquakes in East Azarbayjan Province of NW Iran", www.iiees.ac.ir, 2012.
[10]       Alavi, B., Krawinkler, H., "Effects of Near-Fault Ground Motions on Fame Structures", Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Report NO.138, 2001, 1-301.
[11]       Aki, K., "Seismic Displacement near a Fault", Journal of Geophysics Research, 1968, 73, 5359-5376.
[12]       Haskell, N., A., "Elastic Displacements in the Near-Field of a Propagating Fault", Bulletin of Seismology Society of America, 1969, 59, 865-908.
[13]       Rodriguez-Marek, A., "Near Fualt Seismic Site Response", PhD Thesis, University of California, Berkley, USA, 2000.
[14]       Somerville, P., "Development of an Improved Ground Motion Representation for Near Fault Ground Motions", SMIP98 Seminar on Utilization of Strong-Motion Data, Oaklan, USA, 1998.
[15]       Baker, J. W., "Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis", Bulletin of Seismology Society of America, 2007, 97, 1486-1501.
[16]       Phung, V., Lau, D., Hao, H., "Principal Axes of Strong Ground Motion Records of the 1999 Chi-Chi Taiwan Earthquake", 4th International Conference on Earthquake Engineering, Taiwan, 2006.
[17]       Rezaeian, S., Der Kiureghian A., "Simulation of Orthogonal Horizontal Ground Motion Components for Specified Earthquake and Site Characteristics", Earthquake Engineering and Structural Dynamics, 2012, 41, 335-353.
[18]       Arias, A., "A Measure of Earthquake Intensity", In Seismic Design for Nuclear Powerplants, MIT Press, Cambridge, 1970.
[19]       Boore, D. M., Akkar, S., "Effects of Causal and Acausal Filters on Elastic and Inelastic Response Spectra", Earthquake Engineering and Structural Dynamics, 2003, 32, 1729-1748.
[20]       Stockwell, R. G., Mansinha, L., Lowe, R. P., "Localization of the Complex Spectrum: The S Transform", IEEE Trans Signal Processing, 1996, 44, 998-1001.
[21]       Chopra, A., K., "Dynamic of Structures, Theory and Application to Earthquake Engineering", Prentice Hall, 1995.
Lopez, A. L., Hernandez, J. J., Bonilla, R., Fernandez, A., "Response Spectra for Multicomponent Structural Analysis", Earthquake Spectra, 2006, 22, 85-113.