مقایسه‌ پارامترهای رفتار عملکردی سازه‌های مهاربندی‌ شده‌ کمانش ‌تاب

AISC, “Specification for Structural Steel Buildings”, American Institute of steel construction, Chicago, Illinois, USA, 2010.

Akbari R, Maheri RM, “Analytical investigation of response modification (behavior) factor, R, for reinforced concrete frames rehabilitated by steel chevron bracing”, Journal of Structure and Infrastructure Engineering, 2013, 9(6), 507-515.

Ariyaratan C, Fahnestock,L, A, “Evaluation of buckling-restrained braced frame seismic performance considering reserve strength”, Engineering Structures, 2011, 33(1), 77-89.

ASCE 07-10, “Minimum design loads for buildings and other structures”, American Society of Civil Engineers, Reston, Virginia, USA, 2010.

Asgarian,B, Shokrgozar H.R, “BRBF response modification factor”, Journal of Constructional Steel Research, 2009, 65, 290-298.

ATC34, “A critical review of current approaches to earthquake-Resistant design”, Applied Technology Council, Redwood City, California, USA, 1995.

Baker J, “Quantitative classification of near-fault ground motions using wavelet analysis”, Bulletin of the Seismological Society of America, 2007, 97(5), 1486-1501.

Baker J, Cornell CA, “Vector-valued intensity measures for pulse-like near-fault ground motions”, Engineering structures, 2008, 30, 1048–1057.

Chen CC, Wang CH, Hwang TC, ”Buckling strength of buckling inhibited braces”, Proceeding. 3rd Japan-Korea-Taiwan Joint Seminar on Earthquake Engineering for Building Structures, Taipei, Taiwan, 2001, 265-271.

FEMA 356, “Pre-standard and Commentary for the Seismic Rehabilitation of Buildings”, Reston, Virginia, USA, 2000.

FEMA P695, “Qualification of building seismic performance factors”, Redwood City, USA. 2009.

Gerami M, Abdollahzadeh D, “Local and global effects of forward directivity”, Journal of the Croatian Association of Civil Engineers, 2013, 65(11) , 1015-1029.

Gillie J, L, Rodriguez-Marek A, McDanielc C, "Strength reduction factors for near-fault forward-directivity ground motions", Engineering Structures, 2010, 32, 273-285.

Inoue K, Sawaisumi S, “Bracing design criterion of the reinforced concretepannel including unbounded steel diagonal braces”, Journal of Structural and Construction Engineering, 1992, 432, 41-49.

Izadiniaa M, Rahgozar M, Mohammadrezaei O, “Response modification factor for steel moment-resisting frames by different pushover analysis methods”, Journal of Constructional Steel Research, 2012, 79, 83-90.

Kalkan E, Kunnath S, “Effects of fling step and forward directivity on seismic response of buildings”, Earthquake Spectra, 2006, 22(2), 367-390.

Kalyanaraman V, Ramachandran B, Prasad BK, Sridhara, B.N, “Analytical study of sleeved column buckling resistant braced system”. SEAOC convention proceedings, 2003, 713-720.

Kang CK, Choi BJ, “New Approach to Evaluate the Response Modification Factors for Steel Moment Resisting Frames”, International Journal of Steel Structures, 2011, 11(3), 275-286.

Ker-Chun L. Chu-Chieh J, Jung-Yu Chen B, Heui-Yung Chang B, “Seismic reliability of steel framed buildings”, Structural Safety, 2010, 32, 174-182.

Kim, J, Choi H, “Response modification factors of chevron-braced frames”, Journal of Engineering Structures, 2005, 27(2), 285-300.

Mahmoudi M, Zaree M, “Evaluating response modification factors of concentrically braced steel frames”, Journal of Constructional Steel Research, 2010, 66, 1196-1204.

Ravi Kumar G, Satish Kumar SR, Kalyanaraman V, “Behavior of frames with Non- Buckling bracings under earthquake loading”. Journal of Constructional Steel Research, 2007, 63, 254-62.

Sabelli R, “Research on improving the design and analysis of earthquake-resistantsteel-braced frames”, The 2000 NEHRP Professional Fellowship Report, EERI,Oakland, CA, 2001.

Sabelli R, Mahin S, Chang C, “Seismic demands on steel braced frame buildings with buckling-restrained braces”, Journal of Engineering Structures, 2003, 25(5), 655-66.

Schmidt BJ, Bartlett FM, “Review of resistance factor for steel resistance distributions and resistance factor calibration”, Canadian Journal of Civil Engineering, 2002, 29, 109-18.

Scott MH, Fenvese GL, “Plastic hinge integration method for force-based beam-column elements”, ASCE Journal of Structural Engineering, 2006, 132(2), 244-252.

SEAOC, “Recommended Provision for Buckling-restrained braced frames”, Seismology and structural committee, Structural Engineers Association of Northern California, San Francisco, CA. 2001.

SeismoSoft, SeismoStruct, “A computer program for static and dynamic analysis for framed structures”, Version 6.0, Available from URL:www.seismosoft.com (online), 2012.

Somerville PG, Smith NF, Graves RW, Abrahamson NA, “Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity”,  Seismological Research Letters, 1997, 68(1),199-222.

Tsai KC, Hwang YC, Weng CS, “Subassembly testing and analysis ofbuckling restrained brace for seismic resistance”, Structural Engineering, 2014, 19(2), 312-319.

Uang CM, “Establishing R (or Rw) and Cd factor for building seismic provision”, Journal of Structure Engineering, 1991, 117(1), 19-28

Wakabayashi M, Nakamura T, Kashibara A, Morizono T, Yokoyama H, “Experimental study of elasto-plastic properties of precast concrete wall panels with built-in insulating braces”, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, 1973, 1041-1044.