[1]Heydari, M. and Ahangar, M. (2016). Magnification of code 2800. Tehran: Serie omran, 84.
[2] Code 10 (2012). Design and Construction Provisions For Structural Steel Buildings. Tehran: Toseh iran, 241-256.
[3]AISC 341-10 (2010). Seismic Provisions For Structural Steel Buildings. Chicago: Illinois.
[4]ACI 318-14 (2014). Building code requirements for structural concrete. Farmington Hill.
[5]Code 9 (2012). Design and Construction Provisions For Structural Reinfoced Concrete Buildings. Tehran: Toseh iran, 333.
[6]Euro code 8 (2004), Design of Structures for Earthquake Resistance-Part1: General rules, seismic actions and rules for buildings. Bruxelles.
[7]GB50011-2010 (2010). Chinese Code for seismic design of buildings. Beijing.
[8]Turkish Earthquake Code (TEC-2007) (2007). Regulations on structures constructed in disaster regions Ministry of Public Works and Settlement. Ankara.
[9]Sanchez-Zamora, F., Sanchez, J., Qu, B., Pollino, M., and Mosqueda, G. (2014). Mitigation of Soft-Story Failures in Multi-Story Steel Concentrically Braced Frames through Implementation of Stiff Rocking Cores. In: Structures Congress, 2073-2083.
[10]Qu, B., Sanchez-Zamora, F., Pollino, M. (2014). Mitigation of inter-story drift concentration in multi-story steel Concentrically Braced Frames through implementation of Rocking Cores. Eng. Struct, [online] 70(), 208-217. Available at: https://doi.org/10.1016/j.engstruct.2014.03.032
[11]Hessabi, R. and Mercan, O. (2015). Application of Gyro-Mass Dampers to Mitigate the Seismic Failure in Soft First Story Buildings. In: Structures Congress, 2032-2043.
[12]Chen, Y. Q. and Constantinou, M. C. (1992). Use of Teflon Sliders in a Modification of the Concept of Soft First Storey. Eng. Struct, [online] 6(2), 97-105. Available at: https://doi.org/10.1016/0950-0618(92)90058-7
[13]Benavent-Climent, A. and Mota-Páez, S. (2017). Earthquake retrofitting of R/C frames with soft first story using hysteretic dampers: Energy-based design method and evaluation. Eng. Struct, [online] 137, 19-32. Available at: https://doi.org/10.1016/j.engstruct.2017.01.053
[14]Burnett, C. and McEntee, P. (2009). Manufactured Pre-Engineered Moment Resisting Frames Used in Soft-Story Building Retrofits of Light-Framed Construction. In: Improving the Seismic Performance of Existing Buildings and Other Structures. California: ASCE, 343-349.
[15]Porter, K. and Cobeen, K. (2012). Informing a Retrofit Ordinance: A Soft-Story Case Study. In: Structures Congress, Chicago: ASCE, 1802-1813.
[16]Plumier, A., Doneux, C., Stoychev, L. and Demarcot, T. (2005). Mitigation of Soft Story Failures of R.C. Structures Under Earthquake by Encased Steel Profiles. Advances in Steel Structures, 2, 1193-1198.
[17]Ranjan Sahoo, D. C. and Rai, D. (2013). Design and evaluation of seismic strengthening techniques for reinforced concrete frames with soft ground story. Eng. Struct, [online] 56, 1933-1944. Available at:
https://doi.org/10.1016/j.engstruct.2013.08.018
[18]Gershfeld, M., Chadwell, C., van de Lindt, J., Pang, W., Ziaei, E., Amini, M., Gordon, S. and Jennings, E. (2014). Distributed Knee-Braced (DKB) System as a Complete or Supplemental Retrofit of Soft-story Wood-frame Buildings. In: Structures Congress, Boston: ASCE, 2863-2874.
[19]Agha Beigi, H., Christopoulos, C., Sullivan, T. and Michele Calvi, G. (2014). Gapped-Inclined Braces for Seismic Retrofit of Soft-Story Buildings. J. Struct. Eng., [online] 140(11), 1-11. Available at:
https://doi.org/10.1061/(ASCE)ST.1943-541X.0001006
[20]Kulkarni, S. and Vesmawala, G. (2014). Study of steel moment connection with and without reduced beam section. Case Studies in Structural Engineering, [online]1, 26-31. Available at: https://doi.org/10.1016/j.csse.2014.04.001
[21]Hibbit, Karlsson, Sorenso (2010). ABAQUS Theory Manual. Pawtucket.
[22]FEMA-355D (2000). State of the art report on connection performance. California: Federal Emergency Management Agency.
[23]ATC-24 (1992). Guidelines for Cyclic Seismic Testing of Components of Steel Structures for Buildings. Redwood City: Applied Technology Council.