ارزیابی احتمالاتی سطح فروریزش سازه‌های فولادی بر اساس شبیه‌سازی مکانیزم‌های شکست با استفاده از شبکه احتمالاتی بیزین

[1]مهدوی عادلی  مهدی؛ بنازاده. مهدی ،”استفاده از آمار بیزین در تحلیل احتمالاتی تقاضای لرزهای برای قابهای خمشی فولادی “ ، ششمین کنگرهی مهندسی عمران،. دانشگاه سمنان، سمنان، ایران. اردیبهشت 1390

[2]مهدوی عادلی  مهدی ، ” تعیین طیف خطر یکنواخت و طیف طراحی ساختگاه. تهران “ ، دانشگاه صنعتی امیرکبیر، .1383

[3]H. Krawinkler, et al ,“Decision support for conceptual performance-based design”, Earthquake Engineering and Structural Dynamics, October, 2005.

[4]Ibarra L.F. and Krawinkler H. ,“Global collapse of frame structures under seismic excitation”, Department of Civil and Environmental Engineering of the Stanford University, Report No.152, August, 2005.

[5]D. Vamvatsikos, and C.A. Cornell , “Incremental dynamic analysis”, Journal of Earthquake Engineering and Structural Dynamics, 2002.

[6]Federal Emergency Management Agency, “Quantification of Building Seismic Performance Factors”, FEMA P695, June,2009.

[7]S. Mahadevan, R.Zhang, and N. Smith, “Bayesian networks for system reliability reassessment”, Journal of Structural Safety, September, 2001.

[8]American Institute Of Steel Construction, INC ,“Specification for Structural Steel Buildings”, AISC, March, 2005.

[9]American Society of Civil Engineers, “Minimum Design Loads for Buildings and Other Structures”, ASCE7, 2005.

[10]McKenna, F., Fenves, G., Jeremic, B. and Scott, M. ,“Open system for earthquake engineering simulation”, Available from http://opensees.berkeley.edu, 2000.

[11]Gupta, A. and Krawinkler, H. ,“Seismic demands for performance evaluation of steel moment resisting frame structures”, Department of Civil and Environmental Engineering of the Stanford University, 1999.

[12]Lignos D.G. ,“Sideway collapse of deteriorating structural systems under seismic excitations”, PhD. Dissertation, Department of Civil and Environmental Engineering and the Committee on the Graduate Studies of the Stanford University, 2008.

[13]D.G. Lignos, H. Krawinkler ,“A Database in Support of Modeling of Component Deterioration for Collapse Prediction of Steel Frame Structures”, Proceedings of ASCE Structures Congress, SEI institute, Long Beach CA, 2007.

[14]Zareian F. ,“Simplified performance-based earthquake engineering, PhD. Dissertation”, Department of Civil and Environmental Engineering and the Committee on the Graduate Studies of the Stanford University, 2006.

[15]F. Zareian, and R.A. Medina,“A practical method for proper modeling of structural damping in inelastic plane structural systems”, Journal of Computers and Structures, 2010.

[16]H. Krawinkler, and F. Zareian ,“Prediction of collapse-How realistic is it, And what can we learn from it?”, Journal of The Structural Design Of Tall And Special Buildings, December , 2007.

[17]D. Vamvatsikos and M. Fragiadakis, “Incremental dynamic analysis for estimating seismic performance sensitivity and uncertainty”, Journal of Earthquake Engineering and Structural Dynamics, 2009.

[18]Bozorgnia, Y. and Bertero, V.V., “Earthquake engineering: from Engineering Seismology to Performance-based Engineering”, CRC Press, New York, 2004.

[19]Faber, M.H. ,“Risk and safety in civil engineering, Lecture notes”, Swiss Federal Institute of Technology, 2007.

[20]Decision system laboratory of the University of Pittsburgh; GeNIe, Available from http://dsl.sis.pitt.edu.

[21]A. Der Kiureghian, and O. Ditlevsen, “Aleatory or epistemic? Does it matter?”, Journal of Structural Safety, August, 2008.

[22]D. G. Lignos, H. Krawinkler ,“A steel component database for deterioration modeling of steel beams with RBS under cyclic loading”, Proceedings of ASCE Structures Congress, Orlando Florida, May 12-15, 2010.

[23]YJ. Park, AHS. Ang, and YK. Wen, “Damage-limiting aseismic design of buildings”, Journal of Earthquake Spectra, 1987.

[24]L. F. Ibarra, A. Medina R. and H. Krawinkler ,“Hysteretic models that incorporate strength and stiffness deterioration”, Journal of Earthquake Engineering and Structural Dynamics, 2005.

[25]A. Benavent-Climent ,“An energy-based damage model for seismic response of steel structures”, Journal of Earthquake Engineering and Structural Dynamics, 2007.