تخمین نیاز لرزه‌ای قاب‌های خمشی فولادی ویژه در حوزه نزدیک گسل

[1]        Bolt, B. A., "Seismic Input Motions for Nonlinear Structural Analysis", Journal of Earthquake Technology, 2004, 41 (2), 223-232.

[2]        Choi, I., Kim, M. K., Choun, Y., Seo, J., "Shaking Table Test of Steel Frame Structures Subjected to Scenario Earthquakes", Journal of the Nuclear Engineering and Technology, 2005, 37 (2), 901.

[3]        Galal, K., Ghobarah, A., "Effect of near-Fault Earthquakes on North American Nuclear Design Spectra", Nuclear Engineering and Design, 2006, 236 (18), 1928-1936.

[4]        Stewart, J. P., Chiou, S., Bray, J. D., Graves, R. W., Somerville, P. G., Abrahamson, N. A., "Ground Motion Evaluation Procedures for Performance-Based Design", Research Report Conducted under Grant No. EEC-9701568 from the National Science Foundation, University of California, Berkeley, CA 94720-1792, 2001.

[5]        Gerami, M., Abdollahzadeh, D., "Estimation of Forward Directivity Effect on Design Spectra in Near Field of Fault", Journal of Basic and Applied Scientific Research, 2012, 2 (9), 8670-8686.

[6]        Gerami, M., Abdollahzadeh, D., "Numerical Study on Energy Dissipation of Steel Moment Resisting Frames under Effect of Earthquake Vibrations", Advances in Acoustics and Vibration, 2014.

[7]        Bozorgnia, Y., Bertero, V. V., "Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering", CRC Press, New York, 2004, pp 138-211.

[8]        Anderson, J. C., Bertero, V. V., "Uncertainties Inestablishing Design Earthquake", Journal of Structural Engineering, 1987, 113 (8), 1709-1724.

[9]        Sehhati, R., Rodriguez-Marek, A., ElGawady, M., Cofer, W. F., "Effects of Near-Fault Ground Motions and Equivalent Pulses on Multi-Story Structures", Journal of Engineering Structures, 2011, 33 (3), 767-779.

[10]     Soleimani Amiri, F., Ghodrati Amiri, G., Razeghi, H., "Estimation of Seismic Demands of Steel Frames Subjected to Near-Fault Earthquakes Having Forward Directivity and Comparing with Pushover Analysis Results", The Structural Design of Tall and Special Buildings, 2013, 22 (13), 975-988.

[11]     Özhendekci, D., Özhendekci, N., "Seismic Performance of Steel Special Moment Resisting Frames with Different Span Arrangements", Constructional Steel Research, 2012, 72, 51-60.

[12]     Gerami, M., Abdollahzadeh, D., "Vulnerability of Steel Moment-Resisting Frames Under Effects of Forward Directivity", The Structural Design of Tall and Special Buildings, 2014.

[13]     Alavi, B., Krawinkler, H., "Effects of Near-Fault Ground Motions on Frame Structures", Report No. 138, The John A. Blume Earthquake Engineering Center, Stanford University, California, 2001.

[14]     Kalkan, E., Kunnath, S. K., "Effects of Fling Step and Forward Directivity on Seismic Response of Buildings", Journal of Earthquake Spectra, 2006, 22 (2), 367-390.

[15]     Naeim, F., "THE SEISMIC DESIGN HANDBOOK, 2nd Edition", Kluwer Academic Publishers: New York, 2001, pp 33-34 & 327-329.

[16]     Su, F., Anderson, J. G., Zeng, Y. "Characteristics of Ground Motion Response Spectra from Recent Large Earthquakes and Their Comparison with IEEE Standard 693", In 2006 SSA Meeting: 100^th Anniversary Earthquake Conference, pp 18-22.

[17]     Saiidi, M., Somerville, P., "Bridge Seismic Analysis Procedure to Address Near-Fault Effects", Research Report of Nevada University (Reno), 2005.

[18]    مرکز تحقیقات ساختمان و مسکن، "آیین نامه طراحی ساختمان­ها در برابر زلزله ویرایش سوم"، تهران، 1384.

[19]      سازمان مدیریت و برنامه­ریزی کشور، "دستورالعمل بهسازی لرزه­ای سازه­های موجود"، تهران، 1385.

[20]     FEMA, "Prestandard and commentary for the Seismic Rehabilitation of Buildings", Publication No. FEMA 356, FEMA: Washington, DC, 2000.

[21]    عدالت، م.، "بررسی تأثیر میرایی و تسلیم روی طیف­های رکوردهای زلزله­های نزدیک گسل"، پایان­نامه کارشناسی ارشد، دانشگاه تهران، 1382.