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[2]- Caprili, S., Morelli, F., Mussini, N. and Salvatore, W., 2018, Experimental tests on real-scale EBF structures with horizontal and vertical links. Author’s Accepted Manuscript, Data in Brief.
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[4]- Danesh Ashtiyani, A., and Naserifar, A., 1396, Numerically investigation of the behavior of long link to column connections with reduced section, Modelling in Engineering (JME), 152-156.
[5]- Raissi Dehkordi, M., Alizadeh, M., and Eghbali, M., 1395, Seismic Evaluation of Steel Moment Frames Rehabilitated with CBF, EBF and BRBF Braced Systems, Modelling in Engineering (JME), 96-100.
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[8]- Rosario, M. Elide, N., Vincenzo, P., 2016, Theory of Plastic Mechanism Control for MRF–EBF dual systems: Closed form solution, Elsevier, Engineering Structures, 288-292.
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[10]- CSI 2007. SAP 2000: integrated finite element analysis and design of structures. Analysis reference, Berkeley: Computer and Structure Inc.,University of California.
[11]- Code-No.360, 1385, Instruction for Seismic Rehabilitation of Existing Buildings, Management and Planning Organization of the country – I.R.I.
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[18]- Farahan, S., and Mohebkhah, A., 1394, Overstrength of Displacement-Based Designed Eccentrically Braced Steel Frames, Journal of structural and construction engineering, 4(5), 48-61.
[19]- Zare, M., Khoshmood, A., and Shekasteband, B., 1394, Analysis of the sensitivity coefficient of the steel eccentric braced frame behavior with respect to the number of story and the span width, 3rd National & 1st International Conference in applied research on Civil Engineering, Architecture and Urban Planning.
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