آیین‌نامه طراحی ساختمان‌ها در برابر زلزله (استاندارد 2800)، مرکز تحقیقات راه، مسکن و شهرسازی، ویرایش چهارم، 1393.
سالاری م، "ارزیابی عملکرد لرزه‌ای سازه‌های بتن آرمه نامنظم در پلان و ارتفاع، تقـویت شده با مهاربند فولادی"، پایان‌نامه کارشناسی ارشد، گرایش سازه، دانشکده عمران و محیط زیست، دانشگاه صنعتی امیرکبیر، تهران، 1397.
دستورالعمل بهسازی لرزه‌ای ساختمان‌های موجود، نشریه شماره 360، تهران، ویرایش اول، 1392.
مظلوم م، احمدی نژاد س ع، "تأثیـر تیر پیوند برشی قائم در ساختمان‌های بتنی بهسازی شده بر عملکرد اجزای سازه و ضریب رفتار"، نشریه مهندسی عمران و محیط زیست دانشگاه تبریز، 1396، 47 (4)، 85-96.
Ahmad N, Masoudi M, “Eccentric steel brace retrofit for seismic upgrading of deficient reinforced concrete frames”, Bulletin of Earthquake Engineering, 2020, 19, 1-35.
Akbari R, Maheri MR, “Analytical investigation of response modification (behaviour) factor, R, for reinforced concrete frames rehabilitated by steel chevron bracing”, Structure and Infrastructure Engineering, 2013, 9 (6), 507-15.
ASCE-07, “Minimum Design Loads for Buildings and other Structures”, American Society of Civil Engineers, 2010.
ASCE standard ASCE/SEI 41-17, “seismic evaluation and retrofit of existing buildings”, American Society of Civil Engineers, 2017.
Badoux M, Jirsa JO, “Steel bracing of RC frames for seismic retrofitting”, Journal of Structural Engineering, 1990, 116 (1), 55-74.
Chintanapakdee C, Chopra A, “Seismic Response of Vertically Irregular Frames: Response History and Modal Pushover Analyses”, Journal of Structural Engineering, ASCE, 2004, 1177-1185.
Hemmati A, Kheyroddin A, Farzad M, “Experimental Study of Reinforced Concrete Frame Rehabilitated by Concentric and Eccentric Bracing”, Journal of Rehabilitation in Civil Engineering, 2020, 8 (1), 97-108.
Jamnani HH, Abdollahzadeh G, Faghihmaleki H, “Seismic fragility analysis of improved RC frames using different types of bracing”, Journal of Eng. Science and Technology, 2017, 12 (4), 913-934.
Javadi P, Yamakawa T, “Retrofitting of RC Frames by Steel Braced Frames Utilizing a Hybrid Connection Technique”, Journal of Advanced Concrete Technology, 2013, 11 (3), 89-107.
Kafi M, Kheyroddin A, Omrani R, “New Steel Divergent Braced Frame Systems for Strengthening of Reinforced Concrete Frames”, International Journal of Engineering, 2020, 33 (10), 1886-1896.
Karimi R, Rahimi S, “Performance-based plastic design for seismic rehabilitation of high rise frames with eccentric bracing and vertical link”, Earthquakes and Structures, 2019, 17 (6), 623.
Kheyroddin A, Sepahrad R, Saljoughian M, Kafi MA, “Experimental evaluation of RC frames retrofitted by steel jacket, X-brace and X-brace having ductile ring as a structural fuse”, Journal of Building Pathology and Rehabilitation, 2019, 4 (1), 11.
Qiao S, Han X, Zhou K, “Bracing configuration and seismic performance of reinforced concrete frame with brace”, The Structural Design of Tall and Special Buildings, 2017, 26 (14), 1381.
Rodriguze M, Park R, “Repair and Strengthening of Reinforced Concrete Buildings for Seismic Resistance”, Earthquake Spectra, 1991, 7 (3), 439-459.
Sugano S, “Study of the Seismic Behaviour of Retrofitted Reinforced Concrete Building”, Proceedings ASCE, 89 Structures Congr. Sanfrancisco, CA, U.S.A, 1989.
Sukrawa M, “Staged analysis of RC frame retrofitted with steel braces in low and medium-rise buildings”, Journal of procedia Engineering, 2017, 171, 1002-1009.
TahamouliRoudsari M, Entezari A, Hadidi M, Gandomian O, “Experimental assessment of retrofitted RC frames with different steel braces”, Structures, 2017, 11, 206-217.
Xiong Z, Chen X, Wang Y, Zhang C, Zhuge Y, “Shaking table tests on braced reinforced concrete frame structure across the earth fissure under earthquake”, The Structural Design of Tall and Special Buildings, 2019, 28 (1), 1559.
Youssef MA, Ghaffarzadeh H, Nehdi M, “Seismic performance of RC frames with concentric internal steel bracing”, Engineering Structures, 2007, 29 (7), 1561-1568.
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