صبوری س، "سیستم های مقاوم در برابر بارهای جانبی طرح اندیشه استفاده از فولاد نرم"، تهران، نشرانگیزه، 1383.
زهرایی سم، ماهروزاده ی، "بررسی آزمایشگاهی کاربرد تیر پیوند قائم در بهبود عملکرد لرزهای ساختمانهای فولادی"، 1389.
Arce, Okazaki T, Engelhardt MD, “Experimental Behavior of Shear and Flexural Yielding Links of ASTM A992 Steel”, Proceedings of the 4th Intl. Specialty Conference on Behavior of Steel Structures in Seismic Areas, Stessa 2003, Naples, Italy, 2003.
Bahrampoor H, Sabouri-Ghomi S, “Effect of easy-going steel concept on the behavior of diagonal eccentrically braced Frames”, International Journal of Civil Engineering, 2010, 8 (3), 242-255.
Bahrampoor H, Sabouri-Ghomi M, “Effect of easy-going steel concept on the behavior of diagonal eccentrically braced Frames”, International Journal of Civil Engineering, 2010, 8 (3), 242-255.
Becker R, Ishler M, “Seismic design practice for eccentrically braced frames”, Steel Tips of Structural Steel Education Council, Berkeley-California, 1996.
Berman JW, Bruneau M, “Experimental and Analytical Investigation of Tubular Links for Eccentrically Braced Frames”, Journal Emgineering Structures, 2007, 29, 1929-1938.
Dusicka P, Itani AM, Buckle IG, “Evaluation of Conventional and Specialty Steels in Shear Link Hysteric Energy Dissipaters”, Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver B.C., Canada, 2004.
Dusicka P, Itani AM, “Behavior of Built-Up Shear Links Under Large Cyclic Deformation”, Proceedings of the 2002 Annual Meeting of the Structural Stability Research Council, Structural Stability Research Council, Gainesville, FL, 2002.
Engelhardt M, Popov E, “Experimental performance of long links in eccentrically braced frames”, Journal of structural engineering, 1992, 118 (11), 3067-3088.
Galvez, P, “Investigation of Factors Affecting Web Fractures in Shear Links”, M.Sc. thesis, Univ. of Texas at Austin, Texas, USA, 2004.
Hjelmstad KD, Popov EP, “Characteristics of eccentrically braced frames”, Journal of structural engineering, 1984, 110 (2), 340-353.
Okazaki T, et al., “Experimental study of local buckling, overstrength and fracture of links in eccentrically braced frames”, Journal of Structural Engineering, October 2005, Vols. 131 (10), 1526-1535.
Okazaki T, Engelhardt MD, “Cyclic loading behavior of EBF links constructed of ASTM A992 steel”, Journal of Construction Steel Research, August 2006, 63, 751-765.
Popov EP, Engelhardt MD, “Seismic eccentrically braced frames”, Journal of Constructional Steel Research, 1988, 10, 321-354.
Roeder CW, Popov EP, “Eccentrically braced steel frames for earthquakes”, Journal of the Structural Division, 1978, 104 (3), 391-412.
Sabouri-Ghomi S, Ziaei M, “Study the feasibility of transferring the energy absorption from link beam to braces in eccentrically braced frames”, The 14th World Conference on Earthquake Engineering, 2008.
Sabouri-Ghomi S, Ebadi P, “Concept improvement of behavior of X-Bracing systems by using Easy-Going Steel”, The 14th World Conference on Earthquake Engineering, October, 2008.
Sabouri-Ghomi S, Ziaei M, “A study on the behavior of shear link beam made of easy-going steel in eccentrically braced frames”, The 14th World Conference on Earthquake Engineering, October, 2008.
Schmidt B, Bartlett F, “Review of resistance factor for steel: resistance distributions and resistance factor calibration”, Canadian Journal of Civil Engineering, 2002, 29 (1), 109-118.
Uang CM, “Establishing R (or R w) and C d factors for building seismic provisions”, Journal of structural engineering, 1991, 117 (1), 19-28.
Uang CM, Maarouf A, “Deflection amplification factor for seismic design provisions”, Journal of structural engineering, 1994, 120 (8), 2423-243.