[1] Abbasi, M., and Mehrvand, M., and Hagholahi, A. (2014). Comprehensive Design of Industrial Structures and Practical examples by Software. Civil Science Publications, Tehran, Iran.
[2] PEB Steel Buildings Co. (2012). Pre-Engineered Buildings. Available at: http:www.PEBsteel.com [20 Apr. 2017].
[3] Malekizadeh, M. and Pirasteh, A. and Siahpolo N. (2017). “Evaluation and Comparison Wind and Earthquake Loads Lateral in the Industrial Structure.” In: National Conference on Applied Research in Civil Engineering, Architecture and Urbanism. Tabriz, Iran.
[4] Sharafiyan, A., and Fatehi, A. (2013). “Vertical Component of the Earthquake on Concrete.” In: 5th National Conference of Concrete. Tehran, Iran.
[5] Sadighi, R. and Janalizadeh, A. (2014). “Numerical Evaluation of the Effect of Vertical Component of Near - Field Earthquakes on the Dynamic Behavior of Embankment Dams, A Case Study: Alborz Dam.” In: Modares Civil Engineering Journal. 14(4), 67-79.
[6] Sadeghi, A. (2015). “Assessing the Simultaneous Effects of Horizontal and Vertical Components of Earthquakes on the Double Layer Barrel Vaults.” In: University of Tabriz Journal Civil and Environmental Engineering. 45(2), 35-45.
[7] Gholhaki, M. and Satari, M.J. (2016). “Study of Effect of Vertical Components of Earthquake on Thin Steel Plate Shear Walls.” In: Ferdowsi Journal of Civil Engineering. 27(2), 145-160.
[8] Hosseini, M. and Sadrara, M. (2017). “The Effect of Vertical Component of Earthquake on the Long Span Frames in Steel Buildings.” In: Sharif Journal of Civil Engineering. 33.2(1.2), 105-111.
[9] Hosseini, S. and Ghanbari, A. (2015). “Consider Effect Soil - Structure Interaction on Natural Period Industrial Structure.” In: 2th. National Conference on Soil Mechanics and Foundation Engineering. Qum, Iran.
[10] Aminfar, M. H. and Farahmand, B. and Safari, H. and Biklariyan, M. (2013). “Dynamic Soil - Structure Interaction Analysis of Concrete Structures by Using Finite Elements Method.” In: Ferdowsi Journal of Civil Engineering. 24(2), 69-82.
[11] Sadeghi, A. and Fatahi, B. and Samali, B. (2014). “Physical Modeling of Seismic Soil-Pile-Structure Interaction for Buildings on Soft Soils.” In: International Journal of Geomechanics. 15(2), 1-18.
[12] Beheshti, B. and Gharebaghi, S and Mohseniyan, V. (2016). “Case Evaluation Seismic Reliability Tunnel Form Concrete Building Counting Effect of Soil-Structure Interaction.” In: Journal of Steel and Structure. 3(3), 11-29.
[13] Shakib, H. and Fatahi, B. and Samali, B. (2017). “Probabilistic Seismic Performance Evaluation of Vertically Irregular Steel Building Considering Soil–Structure Interaction.” In: International Journal of Civil Engineering. 15(4), 611-625.
[14] Computers and Structures Inc. (2016) SAP2000 v18.2.0 Analysis and Design Reference Manual. CSI, Berkeley.
[15] Computers and Structures Inc. (2008) Safe v12.3.2 Analysis and Design Reference Manual. CSI, Berkeley.
[16] Jafari, M.K. (2002). “Supplementary Studies of Seismic Microzonation of South of Tehran.” In: International Institute of Earthquake Engineering and Seismology. Tehran, Iran.
[17] Jafari, M.K. (1999). “Seismic Microzonation of North of Tehran from the View Point of Site Conditions.” In: International Institute of Earthquake Engineering and Seismology. Tehran, Iran.
[18] Permanent Committee for Revising the Standard 2800 (2014). Iranian Code of Practice for Seismic Resistant Design of
Buildings, 4th. Edition. Building and Housing Research Center, Tehran, Iran.
[19] Codification Office of National Building Code (2014). Iranian National Building Code, Part 6: Loads on buildings, 3th. Edition. Ministry of Road and Urbanization, Tehran, Iran.
[20] Malekizadeh, M. and Pirasteh, A. and Siahpolo N. (2017). “Evaluation and Comparison Design Results Industrial Structures to Methods Allowable Stress and Limit State.” In: National Conference on Applied Research in Civil Engineering, Architecture and Urbanism. Tabriz, Iran.
[21] Codification Office of National Building Code (2014). Iranian National Building Code, Part 10: Design and construction of steel, 4th. Edition. Ministry of Road and Urbanization, Tehran, Iran.
[22] Mazzoni, S. and McKenna, F. and Scott, M. and Fenves, G. and et al. (2007). OPENSEES Command Language Manual. University of California. Berkeley.
[23] Federal Emergency Management Agency, Report No. FEMA 356 (2000). Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Washington, D.C., Part: Foundations and Geologic Site Hazards, 10-22.
[24] Wolf, J. P. (1985). Dynamic Soil-Stucture Interaction. Prentice-Hall, Englewood Cliffs, New Jersey, USA.
[25] Federal Emergency Management Agency, Report No. FEMA P695 (2009). Quantification of Building Seismic Performance Factors. Washington, D.C., Part: Ground Motion Record Sets, A20-A24.
[26] Shome, N. and Cornell C.A. (1999). Probabilistic Seismic Demand Analysis of Nonlinear Structures. Ph.D. Dissertation. Stanford University.
[27] PEER Ground Motion Database (2014). Pacific Earthquake Engineering Research Center, Available at: http:..peer.berkeley.edu.peer_ground_motion database [15 Apr. 2017].
[28] Antoniou, S. and Pinho, R. (2008). “SeismoSignal”; Version 3.2.0.
[29] Hancilar, U. and Cakti, E. and Erdik, M. and Deodatis, G. (2014). “Earthquake Vulnerability of School Buildings: Probabilistic structural fragility analyses.” In: J. Soil Dynamics and Earthquake Engineering. 67, 169-178.