[1] Noorifard A, Mehdizadeh saradj F, Vafamehr M. (2016). Conceptual Assessment of Seismic Performance of Nonstructural Walls in Conventional Medium Rise Buildings According to the Experiences of Past Earthquakes, BSNT. 2016; 6 (3): 38-50.
[2] Hashemi, S. A. (2007). Seismic Evaluation of Reinforced Concrete Buildings Including Effects of Masonry Infill Walls, Dissertation submitted for the degree of Doctor of Philosophy in Engineering - Civil and Environmental Engineering in the Graduate Division of the University of California, Berkeley.
[3] Iranian Building Codes and Standards, Iranian Code of Practice for Seismic Resistant Design of Buildings, Standard No.2800, 4th Edition, (2014).
[4] British Standards Institution. British Standard, 1998-1:2004, Eurocode 8: Design of structures for earthquake resistance, BSI.
[5] Structural Engineering Institute of American Society of Civil Engineers (2016), Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE STANDARD, ASCE/SEI 7, 2016,
[6] Müller, F., C. Kohlmeyer & J. Schnell (2015). A New Approach for Calculating the Internal Forces, Moments and Deflections of Sandwich Panels with Reinforced Concrete Facings, Technical Paper, Structural Concrete, 17 (2016), No. 2, PP.152-161.
[7] Kabir, M. Z., A. H. Kosarieh & O. Rezaiyfar (2008). Inelastic Seismic Performance of Concrete Precast 3D Panel System with Discontinuous Shear Walls Supported on RC Frames, The 14th World Conference on Earthquake Engineering Beijing, China.
[8] Yukun, D. (2013). Cyclic tests for unbonded steel plate brace encased in reinforced concrete panel or light-weight assembled steel panel, Journal of Constructional Steel Research, NO.94 (2014), PP.91–102.
[9] Araya-Letelier, G. E Miranda & G. Deierlein (2018), Development and Testing of a Friction/Sliding Connection to Improve the Seismic Performance of Gypsum Partition Walls, Earthquake Spectra May 2019, Vol. 35, No. 2, pp. 653-677
[10] Mohammadia, M. & V. Akramia (2009). An Engineered Infilled Frame: Behavior and Calibration, Journal of Constructional Steel Research, NO.66, PP. 842-849.
[11] Aliaari, M. & A. Memari (2003). Analysis of Masonry Infilled Steel Frames With Seismic Isolator Subframes, Journal of Engineering Structures, NO. 27, PP. 487–500.
[12] Guo, T., X. Zhenkuan & L. Song (2017). Seismic Resilience Upgrade of RC Frame Building Using Self-Centering Concrete Walls with Distributed Friction Devices, Journal of Engineering Structures, 143 (12): 04017160.
[13] Garivani, S. (2015), Introducing Comb-Teeth Yielding Metallic Dampers, IQBQ. 2015; 15: PP 199-212
[14] Roudsari, M. (2018). Experimental Assessment of Retrofitting RC Moment Resisting Frames with ADAS and TADAS Yielding Dampers, Journal Structural Engineers, DOI: 10.1016/j.istruc.2018.02.005
[15] Pacific Earthquake Engineering Research Center (PEER). (2018), Strong Ground Motion Databases, [https://peer.berkeley.edu/peer-strong-ground-motion-databases] [16] ATC-19/1995 (1995). Structural Response Modification Factor, Applied Technology Council, NO. 19. [17] Chopra, A. K. & C. Chintanapakdee (2004). Inelastic deformation ratios for design and evaluation of strctures: single degree freedom bilinear systems, Journal of Structural Engineering, DOI: 10.1061/(ASCE)0733-9445(2004)130:9(1309-1319). [18] ATC-24/1992 (1992). Guidelines for Cyclic Seismic Testing of Components of Steel Structures, Applied Technology Council,