فهرست:
ندارد.
منبع:
1 [مبحث ششم مقررات ملی ساختمان ایران، بارهای وارد بر ساختمان، وزارت مسکن و شهرسازی، معاونت امور مسکن و ساختمان، دفتر تدوین و ترویج مقررات ملی ساختمان (ویراست دوم) 1385.
]2 [مبحث دهم مقررات ملی ساختمان ایران، طرح و اجرای ساختمانهای فولادی وزارت مسکن و شهرسازی، معاونت امور مسکن و ساختمان، دفتر تدوین و ترویج مقررات ملی ساختمان،1387.
]3 [آییننامه طراحی ساختمانها در برابر زلزله، استاندارد 84 – 2800(ویرایش سوم) مرکز تحقیقات ساختمان و مسکن، کمیته دائمی بازنگری آییننامه طراحی ساختمانها در برابر زلزله.
]4 [سرداری، هاتف (1388). کلید مدلسازی پیشرفته در SAP 2000، انتشارات علم عمران، تهران.
]5 [میر قادری، رسول; فهیمی، فرانک.1389."بررسی گسیختگی تدریجی سازه با اتصال خرجینی بر اثر حذف یک ستون در ناحیه تحتانی "، پایاننامه کارشناسی ارشد عمران دانشکده فنی تهران.
]6 [عسگریان، بهروز ;هاشمی، فرشاد.1389."بررسی گسیختگی پیشرونده در قابهای فولادی مهار بندی شده"، پنجمین کنگره ملی مهندسی عمران، دانشگاه فردوسی مشهد اردیبهشت.
[7]"دستورالعمل بهسازی لرزهای ساختمانهای موجود" دفتر امور فنی تدوین معیارها سازمان مدیریت و برنامهریزی کشور، 1385.
[8] ASCE Standard 7-05, Minimum Design Loads for Buildings and Other Structures (ASCE 7-05/ANSI A58) (2005), American Society of Civil Engineers, Reston, VA.
[9] Reza Jalali Larijani, “Progressive Collapse Analysis of Two Existing Steel Buildings Using Linear Static Procedure”, Eastern Mediterranean University, January 2012,
[10] SAP2000 Version 14.2.2, Analysis Reference Manual. Computers
and Structures, Inc. Berkeley, California, July 2012.
[11] UFC. United facilities criteria design of buildings to resist progressive collapse (UFC 4-023-03). Washington (DC): Department of Defense; 2009. [11] [12] Min Liu, Progressive collapse design of seismic steel frames using structural optimization (2011). Journal of Constructional Steel Research, Vol. 67, pp. 322–332. [12] [13] Jinkoo Kim, Taewan Kim. Assessment of progressive collapse-resisting capacity of steel moment frames. Journal of Constructional Steel Research 65(2009) 169-179. [13] [14] Kapil Khandelwal. Multi-scale computational simulation of progressive collapse of steel frames. Doctoral dissertation, University of Michigan (2008). [14] [12] [15] [15] Behavior and Design of Commertial MultiStory Buildings Subjectedto Blast, Mike P. Byfield, Journal of performance of constructed faculititties, ASCE (2006). [16] [16] S. King , N. Dellate, “Collapse of 2000 CommonWealth Avenue-Punching Shear Case Study”, Journal of performance of constructed faculititties, ASCE (2006). [17] [17] Victor Gioncu, “Progressive Collapse and Explosions”, COST C26, Urban Habitat Constructions under Catastrophic Events. 26-27 October 2007, Timisoara
[18] Dan Dubina, Florea Dinu, “Collapse Prevention Design of Multistory Steel Building Frames Under Extreme Actions”, Nordic Steel 2012 Construction Conference, September 5-7, 2012, Oslo Norway
[19] National Institute of Standards and Technology, NIST, Final Report on the Collapse of the World Trade Center Tower, NCSTAR 1. Gaithersburg:NIST, 2005. [20] [20] Lew, H. and Ellingwood, B.R. and Smilowitz, R. and Carino, N., “Best Practices for Reducing the Potential for Progressive Collapse in Buildings”, 2006. [21] [12] [21]-GSA, Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. The U.S. General-Services-Administration,2003. [22] Department Of Defense, DOD, “Design of building to resist progressivecollapse”, 2005. [23] [23] Bruce R. Ellingwood, Ph.D., (2006), "Mitigating Risk from Abnormal Loads and Progressive Collapse," Journal of Performance of Constructed Facilities, pp 315-323. [24] [24] Ahmad Saad, Aly Said and Ying Tian, “Overview Of Progressive Collapse Analysis”, American Society of Civil Engineers, International Committee, Los Angeles Sectıon, 5th International Engineering and Construction Conference, 2008. [25] [25] Lew, H.s., “Analysis Procedures for Progressive Collaps of Building”, 2007. [26] [26] Marjanshvili, S. and Agnew, E., “Comparison of Various Procedure for ProgressiveCollapse Analysis”, Journal of Performance of Constructed Facilities, 2006. [27] [27] Kaewkulchai G, Williamson EB. Dynamic behavior of planar frames during progressive collapse. In: 16th ASCE engineering mechanics conference. 2003.
[28] Powell G. Progressive collapse: Case study using nonlinear analysis. In:Proceedings of the 2005 structures congress and the 2005 forensic engineering symposium. 2005. [29] [29] Ruth P, Marchand KA, Williamson EB. Static equivalency in progressive collapse alternative path analysis: Reducing conservatism while retaining structural integrity. Journal of Performance of Constructed Facilities 2006; 20(4):349–64. [30] [30] Ronald Hamburger, “Alternative Methods of Evaluating and Achieving Progressive Collapse Resistance”, Ovidius University Annals Series: Civil Engineering, 2007. [31] [31] Meng-HaoTsai, Tsuei-Chiang Huang, “Effect of Interior Brick-Infill Partitions on the Progressive Collapse Potential of a RC Building (Linear Static Analysis Results)”, World Academy of Science, Engineering and Technology, 2009. [32] [32] Federal Emergency Management Agency, FEMA, (2000), “Prestandard and Commentary for the Seismic rehabilitation of Buildings.” Rep. No. FEMA 356, Washington, D.C [33] [33] Federal M.J. N. Priestley, G. M. Calvi, and M. J. Kowalsky,(2008), Displacement – based seismic design of structures, IUSS Press, Pavia, Italy.