Ghosh S. K., Reconnaissance Team Report, 2012, Observations from the February 27, 2010, Earthquake in Chile.
 Popescu.C, Sas.G, Sabău.C and Blanksvärd. T., 2016. “Effect of Cut-Out Openings on the Axial Strength of Concrete Walls” J Struct Eng.
 Kheyroddin. A, Hosseini. S.A., 2017, “A survey and study of structural requirements and structural behavior of wall piers in RC structural walls”. 10th National Congress on Civil Engineering. (In persian)
 Moehle.J., 2014, Seismic Design of Reinforced Concrete Buildings, , 1st ed., McGraw-Hill Education.
 Kheyroddin. A, Emami. E, 2018, Shear walls design based on ACI 318-14, 1st ed., Vol. 3, Semnan University.
 CEN (European Committee for Standardization), 2004, Design of concrete structures—Part 1-1: General rules and rules for buildings, EN1992-1-1, Euro code 2, Brussels, Belgium.
 As 3600, 2009, Standards Australia, Concrete Structures. Sydney Australia.
 Architecture Institute of Japan (AIJ), 2004, Guidelines for Performance Evaluation of Earthquake Resistant Reinforced Concrete Buildings. Architecture Institute of Japan: Tokyo, Japan.
 ACI Committee 318, 2014. Building Code Requirements for Reinforced Concrete (ACI318-14), Amrician Concrete Institute.
 Wang.J, Sakashita.M, Kono, S and Tanaka, H., 2010, Shear Behavior of Reinforced Concrete Structural Walls with Eccentric Openings Under Cyclic Loading: Experimental Study, Struct Des Tall Spec Build.
 Hosseini. S. A, 2018, “Experimental and analytical behavior of reinforced concrete shear walls with nonstandard opening under cyclic loading”, MS Thesis, Faculty of Civil Engineering, Semnan University.
 Stanfford Smith, B. and. Coull, A., 1991 ’’Tall Building Structures, Analysis and Design’’, John Wiley & Sons,Inc.