ارزیابی عملکرد لرز ه ای قاب های بتن مسلح به همراه بررسی شاخص مقاومت در برابر خرابی پیشرونده با روش مسیر جایگزین

[1] Gsa U. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington, DC (2003).

[2] DoD.. Design of buildings to resist progressive collapse: Unified Facilities Criteria (UFC), DOD Washington, DC. (2013)

[3] Ellingwood BR. Mitigating Risk from Abnormal Loads and Progressive Collapse. J Perform Constr Facil 2006;20:315–23. doi:10.1061/(ASCE) 0887-3828(2006)20:4(315).

[4] Alashker Y, Li H, El-Tawil S. Approximations in Progressive Collapse Modeling. J Struct Eng (2011);137:914–24. doi:10.1061/(ASCE)ST.1943-541X.0000452.

[5] Liu Y. Progressive-failure analysis of steel building structures under abnormal loads. A Thesis Degree Dr Philsophy, Waterloo, Univ Waterloo (2007).

[6] Lu X, Lin K, Gu D, Li Y. Experimental Study of Novel Concrete Frames Considering Earthquake and Progressive Collapse. Concr. Struct. Earthq., Singapore: Springer Singapore; (2019), p. 29–45. doi:10.1007/978-981-13-3278-4_3.

[7] Eren N, Brunesi E, Nascimbene R. Influence of masonry infills on the progressive collapse resistance of reinforced concrete framed buildings. Eng Struct (2019);178:375–94. doi:10.1016/j.engstruct.2018.10.056.

[8] Ferraioli M. Dynamic Increase Factor for Nonlinear Static Analysis of RC Frame Buildings Against Progressive Collapse. Int J Civ Eng (2019);17:281–303. doi:10.1007/s40999-017-0253-0.

[9] Jahangir, H., Karamodin, A., Structural Behavior Investigation Based on Adaptive Pushover Procedure 10th International Congress on Civil Engineering, University of Tabriz, Tabriz, Iran (2015).

[10] Ellingwood BR. Load and resistance factor criteria for progressive collapse design. Natl. Work. Prev. Progress. Collapse. Rosemont, Illinois. USA Natl. Inst. Build. Sci., (2002).

[11] Jahangir, H., Bagheri, M. “Evaluation of Seismic Response of Concrete Structures Reinforced by Shape Memory Alloys” International Journal of Engineering, 2020; 33(3): 410-418. DOI: 10.5829/IJE.2020.33.03C.05.

[12] Bagheri, M., Chahkandi, A., and Jahangir, H., "Seismic Reliability Analysis of RC Frames Rehabilitated by Glass Fiber-Reinforced Polymers" International Journal of Civil Engineering, 2019; 17: 1785–1797. DOI: 10.1007/s40999-019-00438-x.

[13] Shan L, Petrone F, Kunnath S. Robustness of RC buildings to progressive collapse: Influence of building height. Eng Struct (2019);183:690–701. doi:10.1016/j.engstruct.2019.01.052.

[14] Abbasi S, Mirza’i R. Evaluation of the seismicity of concrete buildings relative to the type of failure indicators and fragility curve drawing. 2nd Int Conf New Res Find Civ Eng Archit Urban Manag TehranUniversity Appl Sci (2016) (in Persian) .

[15] Sadeghi, A. Kazemi H. Evaluation and review of Damage Index failure theory in steel and concrete buildings. The 2nd National Conference on Research and Educational Development of Iran’s Urban and Environmental Architecture, . Tehran,Permanent Secretariat of the Conference. (2016).

[16] Tavakoli H, Akbarpour S. Determination of the strength of concrete flexural frame under progressive collapse using Robustness Index. Paper presented at the Sixth National Congress on Civil Engineering, Semnan, semnan university. (2010) (in Persian).

[17] MehrabI F, Kheiroddin A, GeramI M. Assessment of progressive collapse potential of steel structures thatdesigned on iran code.civil engineering. (2015). 2-28(4), 65-72. (in Persian).

[18] Frangopol DM, Curley JP. Effects of Damage and Redundancy on Structural Reliability. J Struct Eng (1987) ;113:1533–49. doi:10.1061/(ASCE)0733-9445(1987)113:7(1533).

[19] Ito T, Ohi K, Li Z. A sensitivity analysis related to redundancy of framed structures subjected to vertical loads. J Struct Constr Eng Trans AIJ (2005):145–51.

[20] Kim J, An D. Evaluation of progressive collapse potential of steel moment frames considering catenary action. Struct Des Tall Spec Build (2009);18:455–65. doi:10.1002/tal.448.

[21] Ito T, Fukuyama T. A Potential Strength and Ultimate Behavior of Framed Structures Considering Catenary Effects after Failure Mechanism Formation Subjected to Vertical Load. Theor Appl Mech Japan (2011);59:29–38.

[22] Choi JH, Ito M, Ohi K. Prevention of Building Structural Collapse Caused by Accidental Events. proc. 2nd Int. Symp. Improv. Struct. Saf. Build. Struct., (2007), p. 85–98.

[23] Kim K. Evaluation of progressive collapse resisting capacity of tall buildings (2012).

[24] Ito T, Takemura T. Sensitivity Analysis of Redundancy of Regular and Irregular Framed. Int J High-Rise Build (2014);3:297–304.

[25] Abbasnia R, YoosefpooravandarI A. Progressive collapse resistance of RC framed buildings with defferent ductilites. Sharif Journal of Civil Engineering, (2016). 32.2(2.2), 3-10. (in Persian) .

[26] Jahangir, H., Daneshvar Khorram, M.H., Ghalehnovi, M., “Influence of Geometric Parameters on Perforated Core Buckling Restrained Braces Behavior (In Persian)” Journal of Structural and Construction Engineering, (2018),  doi:10.22065/jsce.2018.101904.1359.

[27] Agency, F. E. M. (2000). Prestandard and commentary for the seismic rehabilitation of buildings. American Society of Civil Engineers (ASCE).

[28] Kim J, Kim T. Assessment of progressive collapse-resisting capacity of steel moment frames. J Constr Steel Res (2009) 65:169–79. doi:10.1016/j.jcsr.2008.03.020.

[29] Khandelwal K, El-Tawil S. Pushdown resistance as a measure of robustness in progressive collapse analysis. Eng Struct (2011);33:2653–61. doi:10.1016/j.engstruct.2011.05.013.

[30] Management and Planning Organization of Iran. (2009). Instruction for Seismic Rehabilitation of Existing Buildings (Code No.360).