بررسی اثر شمع‌بندی به هنگام حذف ستون در انهدام پیش‌رونده سازه‌های فولادی و بتن آرمه

[𝟷] C. Pearson and N. Delatte, "Ronan point apartment tower collapse and its effect on building codes," Journal of Performance of Constructed Facilities, vol. 𝟷𝟫, no. 𝟤, pp. 𝟣𝟩𝟤-𝟣𝟩𝟩, 𝟤𝟢𝟢𝟧.

[𝟤] GSA, "Alternate path analysis & design guidelines for progressive collapse resistance," General Services Administration, 𝟸𝟶𝟷𝟥.

[𝟥]   “Design of buildings to resist progressive collapse,” Unified Facil. Criteria, 𝟸𝟶𝟢𝟧.

[𝟦] U. Starossek, "Progressive collapse study of a multi-span bridge," Structural Engineering International, vol. 𝟫, no. 𝟤, pp. 𝟣𝟤𝟣-𝟣𝟤𝟧, 𝟣𝟫𝟫𝟫.

[𝟧] J. Goodwin and M. Davis, "Buda's Wagon: A Brief History of the Car Bomb," Archives Européennes de Sociologie, vol. 𝟦𝟫, no. 𝟥, p. 𝟦𝟦𝟦, 𝟤𝟶𝟢𝟪.

[𝟨] M. Davis, Buda's Wagon: a brief history of the car bomb. Verso Books, 𝟤𝟢𝟣𝟩.

[𝟩] J. G. Wood, "Pipers Row Car Park, Wolverhampton, quantitative study of the causes of the partial collapse on 𝟤𝟢th March 𝟣𝟫𝟫𝟩," SS&D Contract Report to HSE, on HSE Website. http:/www. hse. gov. uk/research/misc/pipersrow. htm. or go to www. hse. gov. uk, then search for'Pipers Row ‘. The first, vol. 𝟤𝟢, 𝟤𝟶𝟶𝟥.

[𝟪] P. Wearne, Collapse: When buildings fall down. TV Books Incorporated, 𝟤𝟢𝟶𝟢.

[𝟫] R. Martin and N. J. Delatte, "Another look at the L'Ambiance Plaza collapse," Journal of performance of constructed facilities, vol. 𝟣𝟦, no. 𝟦, pp. 𝟣𝟨𝟢-𝟣𝟨𝟧, 𝟤𝟶𝟶𝟶.

[𝟣𝟬] M. Sasani and A. Kazemi-Moghaddam, "Experimental and analytical evaluation of progressive collapse resistance of a full-scale structure following sever loss of load bearing elements," in Applied Mechanics and Materials, 𝟤𝟢𝟣𝟣, vol. 𝟪𝟸, pp. 𝟥𝟸𝟨-𝟥𝟥𝟣: Trans Tech Publ.

[𝟷𝟷] N. Mashhadiali and A. Kheyroddin, "Progressive collapse assessment of new hexagrid structural system for tall buildings," The Structural Design of Tall and Special Buildings, vol. 𝟸𝟥, no. 𝟣𝟸, pp. 𝟫𝟦𝟩-𝟫𝟨𝟷, 𝟸𝟶𝟣𝟦.

[𝟷𝟤] Kim, J. and Hong, S. (𝟸𝟢𝟣𝟸). Progressive Collapse Performance of Irregular Buildings. Structu Design of Tall and Special Buildings, 𝟸𝟶, 𝟩𝟸𝟷–𝟩𝟥𝟦.

[𝟷𝟥] D. M. Frangopol and J. P. Curley, "Effects of damage and redundancy on structural reliability," Journal of structural engineering, vol. 𝟷𝟷𝟥, no. 7, pp. 𝟷𝟧𝟥𝟥-𝟷𝟧𝟦𝟫, 𝟷𝟫𝟪𝟩.

[𝟷𝟦] T. Ito and T. Takemura, "Sensitivity Analysis Related to Redundancy of Regular and Irregular Framed Structures after Member Disappearance," International Journal of High-Rise Buildings, vol. 𝟥, no. 𝟦, pp. 𝟸𝟫𝟩-𝟥𝟶𝟦, 𝟸𝟢𝟷𝟦.

[𝟷𝟨] J. Kim and T. Kim, "Assessment of progressive collapse-resisting capacity of steel moment frames," Journal of Constructional Steel Research, vol. 𝟨𝟧, no. 𝟷, pp. 𝟷𝟨𝟫-𝟷𝟩𝟫, 𝟸𝟶𝟢𝟫.

[𝟷𝟩] F. M‌e‌h‌r‌a‌b‌i, A. K‌h‌e‌i‌r‌o‌d‌d‌i‌n, and M. G‌e‌r‌a‌m‌i, "A‌S‌S‌E‌S‌S‌M‌E‌N‌T O‌F P‌R‌O‌G‌R‌E‌S‌S‌I‌V‌E C‌O‌L‌L‌A‌P‌S‌E P‌O‌T‌E‌N‌T‌I‌A‌L O‌F S‌T‌E‌E‌L S‌T‌R‌U‌C‌T‌U‌R‌E‌S T‌H‌A‌T A‌R‌E D‌E‌S‌I‌G‌N‌E‌D O‌N I‌R‌A‌N‌I‌A‌N C‌O‌D‌E," Sharif Journal of Civil Engineering, vol. 𝟸, no. 𝟦, pp. 𝟨𝟧-𝟩𝟤, 𝟸𝟶𝟷𝟸.

[𝟷𝟪] A. Kheyroddin, M. K. Sharbatdar, and A. Farahani, "Effect of structural height on the location of key element in progressive collapse of RC structures," Civil Engineering Infrastructures Journal, vol. 𝟧𝟸, no. 𝟷, pp. 𝟦𝟷-𝟧𝟪, 𝟤𝟢𝟷𝟫.

[𝟷𝟫] Y. Wang, B. Zhang, X.-L. Gu, and F. Lin, "Experimental and numerical investigation on progressive collapse resistance of RC frame structures considering transverse beam and slab effects," Journal of Building Engineering, vol. 𝟦𝟩, p. 𝟷𝟢𝟥𝟫𝟢𝟪, 𝟤𝟢𝟤𝟤.

[𝟤𝟬] Z. Zhao et al., "Experimental and numerical investigation of dynamic progressive collapse of reinforced concrete beam-column assemblies under a middle-column removal scenario," in Structures, 𝟸𝟢𝟸𝟸, vol. 𝟥𝟪, pp. 𝟫𝟩𝟫-𝟫𝟫𝟤: Elsevier.

[𝟤𝟷] P. Neeraja and K. Anish, "Investigation on progressive collapse failure in a multistorey irregular structure," Materials Today: Proceedings, vol. 𝟧𝟷, pp. 𝟧𝟥𝟪-𝟧𝟦𝟸, 𝟤𝟢𝟤𝟤.

[𝟤𝟤] A. Ibrahim, D. Makhloof, and X. Ren, "Probabilistic progressive collapse assessment for RC framed-wall structure," in Structures, 𝟸𝟢𝟸𝟥, vol. 𝟦𝟪, pp. 𝟧𝟧𝟷-𝟧𝟩𝟧: Elsevier.

[𝟤𝟥] H. Elsanadedy, M. Khawaji, H. Abbas, T. Almusallam, and Y. Al-Salloum, "Numerical modeling for assessing progressive collapse risk of RC buildings exposed to blast loads," in Structures, 𝟸𝟢𝟸𝟥, vol. 𝟦𝟪, pp. 𝟷𝟷𝟫𝟶-𝟷𝟤𝟢𝟪: Elsevier.

[𝟤𝟦] S. A. Ekrami Kakhki, A. Kheyroddin, and A. Mortezaei, "Numerical Investigation of the Progressive Collapse of the Reinforced Concrete Wall-Frame Structures Considering the Soil–Structure Interaction," International Journal of Concrete Structures and Materials, vol. 𝟷𝟩, no. 𝟷, p. 𝟸𝟸, 𝟸𝟢𝟸𝟥.

[𝟤𝟧] Y. Song, M. C. Yam, and J. Wang, "Enhanced progressive collapse resistance of bolted beam-to-column connections with ductile stainless steel components," Engineering Structures, vol. 𝟤𝟩𝟧, p. 𝟷𝟷𝟧𝟥𝟥𝟩, 𝟸𝟢𝟸𝟥.

[𝟤𝟨] 𝟫 Code, Design and implementation of reinforced concrete structures, Mabhas 𝟫, 𝟫𝟫st Version (In Persian). 𝟤𝟢𝟤𝟷.

[𝟤𝟩] 𝟤𝟪𝟢𝟢 Code, 𝟸𝟪𝟢𝟢 Code, Seismic resistant desing of buildings-Code of the practice of Iran. 𝟦st version (In Persian).

[𝟤𝟪] 𝟨 Code, Loads on the building, Mabhas 𝟨 (In Persian).

[𝟥𝟷] ASCE standard ASCE/SEI 𝟦𝟷-𝟷𝟩, American Society of Civil Engineers, Seismic Evaluation and Retrofit of Existing Buildings. 𝟤𝟶𝟷𝟪.