[1] Shankar Nair. R., "Progressive collapse basics", NASCC 2004, North American Steel Construction Conference, Long Beach, Calif., 2004.
[2] United States Department of Defense, "Unified facilities criteria design of buildings to resist progressive collapse (UFC 4-023-03)", 2010, 1-27.
[3] GSA (General Service Administration), "Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects", Washington (DC), 2003.
[4] Astaneh-Asl, A., "Progressive collapse prevention of steel frames with shear connections", 2007.
[5] National Institute of Standards and Technology (NIST), "Technical Note 1669: An Experimental and Computational Study of Steel Moment Connections under a Column Removal Scenario”, 2010.
[6] Jinkoo, Kim. and Kim, T., "Assessment of progressive collapse analysis of steel moment frames with various seismic connections", Journal of Constructional Steel Research65, 2009, 1316-1322
[7] Khandelwal, K. and El-Tawil, S. and Kunnath, S., K., Lew, H. S., "Macro model based simulation of progressive collapse, steel frame structure", Journal of Structural Engineering, No.7, 2008, 1070-1078
[8] Mahmoudi, M., Koozani, H. and Teimoori, T., "Stability assessment of steel moment frames against progressive collapse", Civil Engineering and Urban Planning: An International Journal (CIVEJ), No.2, 2015.
]9[ محمودی صاحبی، م.، تیموری، ط.، کوزانی، س.ه. و هاشمی، س.ش.، "ارزیابی زمان تناوب قائم ارتعاش سازه ناشی از حذف ستون و تاثیر آن بر پاسخ سازه در خرابی پیشرونده"، مجله علمی پژوهشی مکانیک سازهها و شارهها، سال 4، شماره 3، 1393، صفحه 35 تا 43.
]10 [مرکز تحقیقات ساختمان و مسکن،"آیین نامه طراحی ساختمانها در برابر زلزله، استاندارد 2800"، ویرایش سوم، شماره نشر: ض-253.
]11 [دفتر مقررات ملی ساختمان (وزارت مسکن و شهرسازی) ، "مبخث 10 مقررات ملی ساختمان، طرح و اجرای ساختمانهای فولادی"، ویرایش چهارم، نشر توسعه ایران.
[12] American Institute of Steel Construction AISC 358-10, "Prequalified connections for special and intermediate steel moment frames for seismic applications", Supplement, No.2, 2014.
[13] United States Department of Defense.; “Unified facilities criteria design of buildings to resist progressive collapse (UFC 4-023-03) Including Change, 2013.
[14] American Society of Civil Engineers (ASCE), "Seismic rehabilitation of existing buildings (ASCE 41-06)", 2006.