Faccioli E, Anastasopoulos I, Gazetas G, Callerio A, Paolucci R. Fault rupture–- foundation interaction: selected case histories. Bull Earthq Eng 2008;6(4):557–83.
 Anastasopoulos I, Gazetas G. Foundation–structure systems over a rupturing normal fault: Part II. Analysis of the Kocaeli case histories. Bull Earthq Eng 2007;5(3):277–301.
 Anastasopoulos I, Gazetas G. Foundation–structure systems over a rupturing normal fault: Part I. Observations after the Kocaeli 1999 earthquake. Bull Earthq Eng 2007;5(3):253–75.
 Ulusay R, Aydan O, Hamada M. The behaviour of structures built on active fault zones: examples from the recent earthquakes of Turkey. Struct Eng/Earthq Eng 2002;19(2):149–67.
 Pamuk A, Kalkan E, Ling HI. Structural and geotechnical impacts of surface rupture on highway structures during recent earthquakes in Turkey. Soil Dyn Earthquake Eng 2005;25(7):581–9.
 Baziar MH, Nabizadeh A, Jabbary M. Numerical modeling of interaction between dip-slip fault and shallow foundation. Bull Earthq Eng 2015;13(6):1613–32.
 Anastasopoulos I, Callerio A, Bransby MF, Davies MCR, Nahas AE, Faccioli E, et al. Numerical analyses of fault–foundation interaction. Bull Earthq Eng 2008;6(4):645–75.
 Loli M, Anastasopoulos I, Gazetas G. Nonlinear analysis of earthquake fault rupture interaction with historic masonry buildings. Bull Earthq Eng 2015;13(1):83–95.
 Bransby MF, Davies MCR, Nahas AE. Centrifuge modelling of normal fault–foundation interaction. Bull Earthq Eng 2008;6(4):585–605.
 Moosavi S, Jafari M, Kamalian M, Shafiee A. Experimental investigation of reverse fault rupture–rigid shallow foundation interaction. Int J Civil Eng 2010;8(2):85–98.
 Ahmed W, Bransby MF. Interaction of shallow foundations with reverse faults. J Geotech Geoenviron Eng 2009;135(7):914–24.
 Bransby M, Davies M, El Nahas A, Nagaoka S. Centrifuge modelling of reverse fault–foundation interaction. Bull Earthq Eng 2008;6(4):607–28.
 Anastasopoulos I, Kourkoulis R, Gazetas G, Tsatsis A. Interaction of piled foundation with a rupturing normal fault. Geotechnique 2013;63(12):1042–59.
 Loli M, Bransby M, Anastasopoulos I, Gazetas G. Interaction of caisson foundations with a seismically rupturing normal fault: centrifuge testing versus numerical simulation. Geotechnique 2012;62(1):29–43.
 Gazetas G, Zarzouras O, Drosos V, Anastasopoulos I. Bridge-Pier Caisson foundations subjected to normal and thrust faulting: physical experiments versus numerical analysis. Meccanica 2015;50(2):341–54.
 Bray JD. Developing mitigation measures for the hazards associated with earthquake msurface fault rupture. Workshop on seismic fault-induced failures—possible remedies for damage to urban facilities. University of Tokyo Press; 2001. p. 55–79.
 Bray JD. Designing buildings to accommodate earthquake surface fault rupture. In: Improving the seismic performance of existing buildings and other structures; 2010. p. 1269–80.
 Fadaee M, Ezzatyazdi P, Anastasopoulos I, Gazetas G. Mitigation of reverse faulting deformation using a soil bentonite wall: Dimensional analysis, parametric study, design implications. Soil Dyn Earthquake Eng 2016;89:248–61.
 Rasouli H, Fatahi B. Geosynthetics reinforced interposed layer to protect structures on deep foundations against strike-slip fault rupture. Geotextiles and Geomembranes 2021;49(3):722-736.
 Azizkandi AS, Ghavami S, Baziar MH, Hasanaklou, SH. Assessment of damages in fault rupture-shallow foundation interaction due to the existence of underground structures. Tunnelling and Underground Space Technology 2019;89:222-237.
 Yao C, Takemura J, Zhang J. Centrifuge modeling of single pile-shallow foundation interaction in reverse fault. Soil Dynamics and Earthquake Engineering 2021;141:106538.
 Yao C, Yan Q, Sun M, Dong W, Guo D. Rigid diaphragm wall with a relief shelf to mitigate the deformations of soil and shallow foundations subjected to normal faulting. Soil Dynamics and Earthquake Engineering 2020;137:106264.
 Yang KH, Chiang J, Lai CW, Han J, Lin ML. Performance of geosynthetic-reinforced soil foundations across a normal fault. Geotextiles and Geomembranes 2020;48(3):357-373.
 ABAQUS V. 6.14. Online documentation help, theory manual: Dassault Systms. Accessed on; 2016.
 AISC (2010). Specification for Structural Steel Buildings. ANSI/AISC 360-10, American Institute of Steel Construction, Chicago, IL.
 Code 2800.; “Iranian code of practice for seismic resistant design of buildings”; Third Revision, Building and Housing Research Center, Iran (in persian) (2015).
 Computers and Structures. (2014). Inc., CSI Analysis Reference Manual for SAP2000, ETABS and SAFE, Computer and Structures, Inc., Berkley, California.
 Hogenstad. E., "A study Of Combined Bending And Axial Load In Reinforced Concrete Members”, Bulletin No 399,Engineering Experiment Station, University Of Illinios.Urbana,1951.
 ACI 318-14, “Building Code Requirements for Structural Concrete and Commentary”, American Concrete Institute, Farmington Hills, Michigan, February, 68 pp.
 Council BSS. NEH’RP guidelines for the seismic rehabilitation of buildings. FEMA-273. Washington, DC: Federal Emergency Management Agency; 1997.
 Jahd Azma Consulting Engineers. Site investigation and geotechnical report of Mashhad Jahan Mall Iran; 2015. p. 1–50.