[1] دفتر مقررات ملی ساختمان، مبحث نهم مقررات ملی ساختمان: طرح و اجرای ساختمانهای بتنآرمه، تهران، نشر توسعه ایران، 1392.
[2] Lopes, S. M. R., Harrop, J., Gamble, A. E. (1997). Study of moment redistribution in prestressed concrete beams. Journal of Structural Engineering, ASCE, 123(5): 561–566.
[3] El-Refaie, S. A., Ashour, A. F., and Garrity, S. W. (2003). Sagging and hogging strengthening of continuous reinforced concrete beams using carbon fiber-reinforced polymer sheets. ACI Structural Journal, 100(4): 446–453.
[4] Carmo, R. N. F., Lopes, S. M. R. (2005). Ductility and linear analysis with moment redistribution in reinforced high-strength concrete beams. Canadian Journal of Civil Engineering. 32(1): 194-203.
[5] Chen, S., Jia,Y. (2008). Required and available moment redistribution of continuous concrete composite beams. Journal of Constructional Steel Research 64: 167–175.
[6] Kheyroddin, A., Mortezaei, A. (2008). The Effect of Element Size and Plastic Hinge Characteristics on Nonlinear Analysis of RC Frames. Iranian Journal of Science & Technology, Transaction B, Engineering, 32(B5): 451-470.
[7] Kassapoglou, C., Kaminski, M. (2010). Modeling damage and load redistribution in composites under tension – tension fatigue loading. Journal ofComposites: Part A, 42: 1783–1792.
[8] Farahbod, F., Mostofinejad, D. (2011). Experimental study of moment redistribution in RC frames strengthened with CFRP sheets. Journal of Composite Structures, 93(3): 1168–1177.
[9] Zhang, C., Wang, J. (2012). Interface stress redistribution in FRP-strengthened reinforced concrete beams using a three – parameter viscoelastic foundation model. Journal of Composites: Part B, 43(8): 3009–3019.
[10] Kara, I.F., Ashour, A.F. (2013). Moment redistribution in continuous FRP reinforced concrete beams. Journal of Construction and Building Materials, 49: 939–948.
[11] Bagge, N., O’Connor, A.,Elfgren, L., Pedersen, C. (2014). Moment redistribution in RC beams – A study of the influence of longitudinal and transverse reinforcement ratios and concrete strength, Engineering Structures, 80: 11-23,
[12]
Tajaddini, A.,
Ibell, T.,
Darby, A.,
Evernden, M. and Silva, P., (2017). Prediction of capacity for moment redistribution in FRP-strengthened continuous RC T-beams.
ASCE Journal of Composites for Construction, 21(1): 04016066.
[13] Eurocode 2. Design of concrete structures – part 1: general rules and rules forbuildings. European Committee for Standardization (CEN), Brussels, Belgium; (2004). 225p.
[14] Building Code Requirements for Structural Concrete, ACI 318-14. American Concrete Institute, ACI Committee 318, USA; (2014). 503p.
[15] CSA (Canadian Standards Association). (2014). “Design of concrete structures.” CSA-A23.3, National Standard of Canada, Toronto.
[16] AS (Australia Standards). (2009). “Australian Standard for the design of reinforced concrete.” AS 3600, Home bush, NSW, Australia.
[17] BSI (British Standard Institute). (2005). “Structural use of concrete. Code of practice for design and construction.” BS 8110BSI, London.
[18] SAP2000, Integrated software for Structural analysis & design, Computers & structures, Inc., Berkeley, California, USA, V. 18.1.1.
[19] آیین نامه طراحی ساختمان ها در برابر زلزله، استاندارد 2800، مرکز تحقیقات راه، مسکن و شهرسازی ، ویرایش چهارم، 1393.
[20] ATC-40, Seismic evaluation and retrofit of concrete buildings. Applied Technology Council Report.ATC-40. Redwood City (1966).
[21] Federal Emergency Management Agency, Pre-standard and Commentary for the Seismic Rehabilitation of Building: FEMA-356 (2000).