Investigating the Effect of Using a Seismic Isolation System to Improve the Behavior of Concrete Buildings with a Very High Degree of Importance and with a Double Side Bearing Resistant System

[1] J. M. Kelly and F. Naeam, “Design of Seismic Isolated Structures: From Theory of Practice,” John Wiley & Sons, New York, 1999.

[2] F. Naeim, “Design of seismic isolated structures: from theory to practice,” John Wiley & Sons, 1999.

[3]  S. Mahin, V. Bertero, A. Chopra and R. Collins, “Response of the Olive View Hospital Main Building During the San Fernando Earthquake”, Earthquake Engineering Research Center, University of California, 1979.

[4]  A. Chopra and R. K. Goel, “A modal Pushover Procedure to estimate seismic demands for buildings, Summery and evaluation ,“ fifth National conference on Earthquake, Istanbul,Turkey, 2003.

[5] S. Bahrami and A. A. Puri Rahim, “Technical investigation of precast concrete defense headquarters resistant to blast loads,” Passive Defense J., vol. 5, pp. 15-25, 2023. DOR: 20.1001.1.20086849.1402.14.3.2.6 (In Persian)

[6] M. Razmand and M. Kamali, “Investigating the seismic performance of basic seismic isolators for concrete buildings with irregular plans,” 10th National Congress of Civil Engineering, 2014. (In Persian)

 [7] R. Hoseini Vaez, H. Naderpour and R. Carneiro Barros, “ Influence of equivalent pulses of near fault ground motions on base-isolated RC structures” Proceedings of the 9th International Conference on Structural Dynamics, EURODYN, 2015.

[8]  R.J. Williams, P. Gardoni and J.M. Bracci, “Decision analysis for seismic retro_t of structures,” Struct. Saf., vol. 31(2), pp. 188-196, 2009. https://doi.org/10.1016/j.strusafe.2008.06.017

[9]  C. M. Hutt, I. Almufti, M. Willford and et al., “Seismic loss and downtime assessment of existing tall steelframed buildings and strategies for increased resilience,” J. Struct. Eng., vol. 142(8), pp. 12, 2016. 10.1061/(ASCE)ST.1943-541X.0001314

[1] J. M. Kelly and F. Naeam, “Design of Seismic Isolated Structures: From Theory of Practice,” John Wiley & Sons, New York, 1999.

[2] F. Naeim, “Design of seismic isolated structures: from theory to practice,” John Wiley & Sons, 1999.

[3]  S. Mahin, V. Bertero, A. Chopra and R. Collins, “Response of the Olive View Hospital Main Building During the San Fernando Earthquake”, Earthquake Engineering Research Center, University of California, 1979.

[4]  A. Chopra and R. K. Goel, “A modal Pushover Procedure to estimate seismic demands for buildings, Summery and evaluation ,“ fifth National conference on Earthquake, Istanbul,Turkey, 2003.

[5] S. Bahrami and A. A. Puri Rahim, “Technical investigation of precast concrete defense headquarters resistant to blast loads,” Passive Defense J., vol. 5, pp. 15-25, 2023. DOR: 20.1001.1.20086849.1402.14.3.2.6 (In Persian)

[6] M. Razmand and M. Kamali, “Investigating the seismic performance of basic seismic isolators for concrete buildings with irregular plans,” 10th National Congress of Civil Engineering, 2014. (In Persian)

 [7] R. Hoseini Vaez, H. Naderpour and R. Carneiro Barros, “ Influence of equivalent pulses of near fault ground motions on base-isolated RC structures” Proceedings of the 9th International Conference on Structural Dynamics, EURODYN, 2015.

[8]  R.J. Williams, P. Gardoni and J.M. Bracci, “Decision analysis for seismic retro_t of structures,” Struct. Saf., vol. 31(2), pp. 188-196, 2009. https://doi.org/10.1016/j.strusafe.2008.06.017

[9]  C. M. Hutt, I. Almufti, M. Willford and et al., “Seismic loss and downtime assessment of existing tall steelframed buildings and strategies for increased resilience,” J. Struct. Eng., vol. 142(8), pp. 12, 2016. 10.1061/(ASCE)ST.1943-541X.0001314

[10] Road, Housing and Urban Development Research Center, “" Regulations for the design of buildings against earthquakes,” 4^th edition, 2019. (In Persian)

[11] Ministry of Roads and Urban Development, Housing and Building Research Center, “National building regulations of Iran, topic 9, design and implementation of reinforced concrete buildings,” 4^th edition, 2014. (In Persian)

[12] Ministry of Roads and Urban Development, Housing and Building Research Center, “Iran's national building regulations, the sixth topic of loads on the building,” 3^rd edition, 2014. (In Persian)

[13] Road, Housing and Urban Development Research Center, “Publication 523, a guide to the design and implementation of seismic isolation systems in buildings,” 1^st edition, 2019.

[14] A. A. Aghakuchak, Gh. Dehghani Ashkzari and M. Kokabi, “Laboratory investigation of the performance of fiber-reinforced elastometer seismic isolators,” Technical Faculty of Tehran University J., vol. 41(6), pp.739, 2007.https://sid.ir/paper/14095/fa (In Persian)

[15] Country Management and Planning Organization, Vice President of Technical Affairs, Office of Technical Affairs, compilation of criteria and reduction of vulnerability caused by earthquakes, “Publication 360, guidelines for seismic improvement of existing buildings,” 2006.

[16] American Society of Civil Engineers ,“Fema 356 : Prestandard and Commentary for the Seismic Rehabilitation of Buildings in Rehabilitation Requirements,”, Washington, DC, USA, 2000.

[17]  M. Yasin, “Seismic Behavior of X-Braced Frames with Lower Grade Steel by using Fragility Curves under Near-Field Earthquakes”, Master's thesis, Bomehen Azad Univ., 2020.

[18]  S. Mahin, V. Bertero, A. Chopra and R. Collins, R., “Response of the Olive View Hospital Main Building During the San Fernando Earthquake”, Earthquake Engineering Research Center, University of California,1979.

[19] K. K. Yadav, V. K. Gupta., “Near-fault fling-step ground motions: characteristics and simulation”, Soil Dyn Earthq Eng vol. 101 pp. 90 -104, 2017. 10.1016/j.soildyn.2017.06.022

[20] H. Moghadam, “Earthquake engineering, basics and application,” 4^th edition, Tehran, Farhang, 2007. (In Persian)

[21] Federal Emergency Management Agency (FEMA), “P 695 Quantification of Building Seismic Performance Factors”,Washington, D.C., USA, 2009.

[22] Niknam, Ahmadi , and Mahdavi, “Identity Studies in Seismic Structure of Structures”, 5th National Congress of Civil Engineering,  University of Mashhad, Iran, 2010.

[23] Niknam, Khorrami, and Motahar, “Study of IDA performance in seismic evaluation of special steel bending frames”, Semnan University, Iran, 2011.

[24] Department of Homeland security Emergrncy preparedness and Response Directorate mitigation, “HUZUS”, Division Washington,D.C. 2003.

[25] H. Kazemi, M . Ghafory-Ashtiany, and A. Azarbakht, “Effect of Epsilon-based Record Selection on Fragility Curves of Typical Irregular Steel Frames with Concrete Shear Walls in Mashhad City", IJASE, vol. 5, pp.1-11, 2013. http://www.advancedstructeng.com/content/5/1/23

[10] Road, Housing and Urban Development Research Center, “" Regulations for the design of buildings against earthquakes,” 4^th edition, 2019. (In Persian)

[11] Ministry of Roads and Urban Development, Housing and Building Research Center, “National building regulations of Iran, topic 9, design and implementation of reinforced concrete buildings,” 4^th edition, 2014. (In Persian)

[12] Ministry of Roads and Urban Development, Housing and Building Research Center, “Iran's national building regulations, the sixth topic of loads on the building,” 3^rd edition, 2014. (In Persian)

[13] Road, Housing and Urban Development Research Center, “Publication 523, a guide to the design and implementation of seismic isolation systems in buildings,” 1^st edition, 2019.

[14] A. A. Aghakuchak, Gh. Dehghani Ashkzari and M. Kokabi, “Laboratory investigation of the performance of fiber-reinforced elastometer seismic isolators,” Technical Faculty of Tehran University J., vol. 41(6), pp.739, 2007.https://sid.ir/paper/14095/fa (In Persian)

[15] Country Management and Planning Organization, Vice President of Technical Affairs, Office of Technical Affairs, compilation of criteria and reduction of vulnerability caused by earthquakes, “Publication 360, guidelines for seismic improvement of existing buildings,” 2006.

[16] American Society of Civil Engineers ,“Fema 356 : Prestandard and Commentary for the Seismic Rehabilitation of Buildings in Rehabilitation Requirements,”, Washington, DC, USA, 2000.

[17]  M. Yasin, “Seismic Behavior of X-Braced Frames with Lower Grade Steel by using Fragility Curves under Near-Field Earthquakes”, Master's thesis, Bomehen Azad Univ., 2020.

[18]  S. Mahin, V. Bertero, A. Chopra and R. Collins, R., “Response of the Olive View Hospital Main Building During the San Fernando Earthquake”, Earthquake Engineering Research Center, University of California,1979.

[19] K. K. Yadav, V. K. Gupta., “Near-fault fling-step ground motions: characteristics and simulation”, Soil Dyn Earthq Eng vol. 101 pp. 90 -104, 2017. 10.1016/j.soildyn.2017.06.022

[20] H. Moghadam, “Earthquake engineering, basics and application,” 4^th edition, Tehran, Farhang, 2007. (In Persian)

[21] Federal Emergency Management Agency (FEMA), “P 695 Quantification of Building Seismic Performance Factors”,Washington, D.C., USA, 2009.

[22] Niknam, Ahmadi , and Mahdavi, “Identity Studies in Seismic Structure of Structures”, 5th National Congress of Civil Engineering,  University of Mashhad, Iran, 2010.

[23] Niknam, Khorrami, and Motahar, “Study of IDA performance in seismic evaluation of special steel bending frames”, Semnan University, Iran, 2011.

[24] Department of Homeland security Emergrncy preparedness and Response Directorate mitigation, “HUZUS”, Division Washington,D.C. 2003.

[25] H. Kazemi, M . Ghafory-Ashtiany, and A. Azarbakht, “Effect of Epsilon-based Record Selection on Fragility Curves of Typical Irregular Steel Frames with Concrete Shear Walls in Mashhad City", IJASE, vol. 5, pp.1-11, 2013. http://www.advancedstructeng.com/content/5/1/23