Publication Info
PAPERS PUBLISHED IN A PEER REVIEWED JOURNALS COVERED BY SCI
[1] Akkar, S. and Gülkan, P., 2002. “A critical examination of near-field accelerograms from the sea of Marmara region earthquakes, Bulletin of the Seismological Society of America, 92(1), 428-447.
[2] Gülkan, P. and Akkar, S., 2002. “A simple replacement for the drift spectrum,” Engineering Structures , 24(11), 1477-1484.
[3] Boore D. and Akkar, S., 2003. “Effect of causal and acausal filters on elastic and inelastic response spectra,” Earthquake Engineering and Structural Dynamics, 32, 1729-1748.
[4] Miranda, E. and Akkar, S., 2003. “Dynamic instability of simple structural systems,” Journal of Structural Engineering, ASCE, 129(12), 1722-1726 .
[5] Akkar, S. and Miranda, E., 2005. “Statistical evaluation of approximate methods for estimating maximum deformation demands on existing structures,” Journal of Structural Engineering, ASCE, 131(1), 160-172.
[6] Akkar, S., Boore D.M. and Gülkan, P., 2005. “An evaluation of the strong ground motion recorded during the May 01, 2003 Bingöl, earthquake,” Journal of Earthquake Engineering , 9(2), 173-197.
[7] Akkar, S., Yazgan, U. and Gülkan, P., 2005. “Drift Estimates in Frame Buildings Subjected to Near-Fault Ground Motions,” Journal of Structural Engineering , ASCE, 131(7), 1014-1024.
[8] Akkar, S. and Özen, Ö., 2005 “Effect of peak ground velocity on deformation demands for sdof systems,” Earthquake Engineering and Structural Dynamics, 34, 1551-1571.
[9] Akkar, S. , Sucuoglu, H. and Yakut, A., 2005. “Displacement-based fragility functions for low- and mid-rise ordinary concrete buildings,” Earthquake Spectra , 21(4), 901-927.
[10] Miranda, E. and Akkar S., 2006 “Generalized interstory drift demand spectrum,” Journal of Structural Engineering , ASCE, 132(6) 840-852.
[11] Akkar, S. and Bommer J.J., 2006. “ Influence of long-period filter cut-off on elastic spectral displacements,” Earthquake Engineering and Structural Dynamics , 35(9), 1145-1165.
[12] 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,” Bulletin of the Seismological Society of America , Vol. 97(2), 511-530.
[13] Akkar, S. and Bommer, J.J., 2007. “ Prediction of elastic displacement response spectra in Europe and the Middle East,” Earthquake Engineering and Structural Dynamics , 36, 1275-1301 .
[14] Akkar, S. and Metin, A., 2007. “Assessment of nonlinear static procedures in FEMA-440,” Journal of Structural Engineering , ASCE, 133(9), 1237-1246.
[15] Bommer, J.J., Stafford, P., Alarcon, J. and Akkar, S., 2007. \"The influence of magnitude range on empirical ground-motion prediction,\" Bulletin of the Seismological Society of America, 97(6), 2152-2170.
[16] Akkar, S. and Kucukdogan, B., 2008. \"Direct use of PGV for estimating peak nonlinear oscillator displacements,\" Earthquake Engineering and Structural Dynamics. (accepted)
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