1.Goulet, Christine A., Jennie WatsonLamprey, Jack Baker, Curt Haselton, and Nico Luco. "Assessment of ground motion
selection and modification (GMSM) methods for non-linear dynamic analyses of
structures." In Geotechnical Earthquake Engineering and Soil Dynamics IV, pp. 1-10. 2008.
2.Ambraseys, N. N., and J. Douglas. "Nearfield horizontal and vertical earthquake ground motions." Soil dynamics and
earthquake engineering 23, no. 1 (2003): 1-18.
3.Ben-Zion, Yehuda. "Dynamic ruptures in recent models of earthquake faults." Journal of the Mechanics and Physics of Solids 49,
no. 9 (2001): 2209-2244.
4.S. Shahbazi, I. Mansouri, J. W. Hu, and A.Karami, “Effect of soil classification on seismic behavior of SMFs considering soilstructure interaction and near-field earthquakes,” Shock and Vibration, vol.2018, Article ID 4193469, 17 pages,2018.View at: Publisher Site | Google Scholar
5.Bolt, B. A. (1975). „„San Fernando earthquake 1971. Magnitude, aftershocks and fault dynamics.‟‟ Chapter 21, Bulletin 196, California Division of Mines and Geology
6.Champion, Casey, and Abbie Liel. "The effect of near‐fault directivity on building seismic collapse risk." Earthquake Engineering & Structural Dynamics 41, no.10 (2012): 1391-1409.
7.AKBAŞ, BÜLENT, and Jay Shen. "Seismic behavior of steel buildings with combined rigid and semi-rigid frames." Turkish Journal of Engineering and Environmental Sciences 27, no. 4 (2003): 253-264.
8.Fariborz Farhadi; Ali Anvarsamarin. "Evaluation of Nonlinear Dynamic Response of Rigid and Semi-Rigid Steel Frames under Far-Field Earthquake
Records". Journal of Structural Engineering and Geo-Techniques, 9, 2, 2019.
9.Vamvatsikos, D. and Cornell, C.A. "Incremental dynamic analysis", Earthquake Engineering and Structural Dynamics, 31(3), 491-514. (2002).
10.Stoica, Maria, Ricardo A. Medina,and Richard H. McCuen. "Improved probabilistic quantification of drift demands for seismic evaluation." Structural Safety 29,no. 2, 132-145. (2007).
11.Anvarsamarin, Ali, Fayaz Rahimzadeh Rofooei, and Masoud Nekooei. "Soilstructure interaction effect on fragility curve of 3D models of concrete moment-resisting buildings." Shock and Vibration 2018 (2018).
12. Anvarsamarin, Ali, Fayaz Rahimzadeh Rofooei, and Masoud Nekooei. "Torsion Effect on the RC Structures using Fragility Curves Considering with Soil-Structure Interaction." Journal of Rehabilitation in Civil Engineering 8, no. 1 (2020): 1-21.
13.Zareian, Farzin, and Helmut Krawinkler."Assessment of probability of collapse and design for collapse safety." Earthquake Engineering & Structural Dynamics 36, no. 13 (2007): 1901-1914.
14.Estekanchi, H. E., A. Vafaei, and AZAR M. SADEGH. "Endurance time method for seismic analysis and design of structures."(2004): 361-370.
15.Estekanchi, H. E., V. Valamanesh, and A.Vafai. "Application of endurance time method in linear seismic
analysis." Engineering Structures 29, no. 10 (2007): 2551-2562.
16.Estekanchi, Homayoon E., and Mohammad Ch Basim. "Optimal damper placement in steel frames by the Endurance Time method." The Structural Design of Tall and Special Buildings 20, no. 5 (2011):612-630.
17.Federal Emergency Management Agency (FEMA). Quantifi cation of building seismic performance factors.
18.Report No. FEMA P695, Federal Emergency Management Agency,
Washington, DC, (2009).
19.ASCE 7-10, Minimum Design Loads for Buildings and Other Structures. American Society of Civil Engineers, Reston, VA,USA, (2010).
20.ETABS, Structural Analysis Program (2013). Computers and Structures Inc.Berkeley, California, U.S.A.
21.FEMA, A. 440, Improvement of nonlinear static seismic analysis procedures. FEMA-440, Redwood City, (2005).
22.Pacific Earthquake Engineering Research Center (PEER), PEER Next Generation Attenuation (NGA) Database, 2013, https://
23.Ibarra, Luis F., and Helmut Krawinkler. Global collapse of frame structures under seismic excitations.Berkeley, CA: Pacific Earthquake Engineering Research Center, 2005.