1- Zayas, V., Low, S., Bozzo, L. and Mahin S.A., 1989, Feasibility and performance studies on improve the earthquake resistance of new and existing building using the Friction Pendulum system, Report No.UCB/EERC-89/09, Earthquake Research Center, University of Berkeley.
2- Tsopelas, P., Constantinou, M.C., Kim Y. S. and Okamoto S., 1996, Experimental Study of FPS System in Bridge Seismic Isolation, Earthquake Engineering and Structural Dynamics, 25, 65-78.
3- Khoshnoudian, F. and Rabie, M. 2011, Response of Multistory Friction Pendulum Base-isolated Buildings including the Vertical Component of Earthquakes, Canadian journal of Civil Engineering, 38(10), 1045–1059.
4- Castaldo, P., Mancini, G. and Palazzo, B., 2018, Seismic reliability-based robustness assessment of three-dimensional reinforced concrete systems equipped with single-concave sliding devices, Engineering Structures, 163, 373-387.
5- Tsai, C.S., Chen, B.J., Pong, WS. and Chiang, TC., 2004, Interactive Behavior of Structures with Multiple Friction Pendulum Isolation System and Unbounded Foundations, Advances in Structural Engineering, 7, 539–551.
6- Fenz, D. and Constantinou, M.C. 2006, Behavior of the double concave friction pendulum bearing, Earthquake Engineering and Structural Dynamics, 35, 1403–1424.
7- Rabie, M. and Khoshnoudian, F., 2013, Seismic response of elevated liquid storage tanks using double concave friction pendulum bearings with tri-linear behavior, Advances in structural engineering, 16, 315–338.
8- Khoshnoudian, F. and Hemmati, A., 2013, Impact of structures with double concave friction pendulum bearings on adjacent structures, Proceedings of the Institution of Civil Engineers Structures and buildings, 167, 41–53.
9- Zhou, F., Xiang, W., Ye, K. and Zhu, H., 2019, Theoretical study of the double concave friction pendulum system under variable vertical loading, Advances in structural engineering, 22(8), 1998-2005.
10- Fenz, D. and Constantinou, M. C., 2008, Modeling Triple Friction Pendulum Bearings for Response History Analysis, Earthquake Spectra, 24(4), 1011-1028.
11- Fadi, F. and Constantinou, M. C., 2009, Evaluation of Simplified Methods for Analysis for structures with Triple Friction Pendulum isolators, Earthquake Engineering and Structural Dynamics, 39, 5-22.
12- Morgan, T.A. and Mahin, S. A., 2011, The Use of Base Isolation Systems to Achieve Complex Seismic Performance Objectives, Technical Report PEER 2011/06, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA.
13- Becker, T.C. and Mahin, S. A., 2012, Experimental and Analytical study of the Bi-directional Behavior of the Triple Friction Pendulum Isolator, Earthquake Engineering and Structural Dynamics, 41, 355-373.
14- Loghman, V. and Khoshnoudian, F., 2015, Comparison of Seismic Behavior of Long Period SDOF Systems Mounted on Friction Isolators under Near-Field Earthquakes, Smart Structures and Systems, 14(4), 1-23.
15-Loghman, V.,Tajammolian, H. and Khoshnoudian, F., 2015a, Effects of rotational components of earthquakes on seismic responses of triple concave friction pendulum base-isolated structures, Journal of Vibration and Control, 23, 1495-1517.
16- Loghman, V., Khosnoudian, F. and Banazadeh, M., 2015b, Effects of vertical component of earthquake on seismic responses of triple concave friction pendulum base-isolated structures, Journal of Vibration and Control, 21, 2099-2113.
17- Fallahian, M., Khoshnoudian, F. and Loghman, V., 2015, Torsionally Seismic Behavior of Triple Concave Friction Pendulum Bearing, Advances in Structural Engineering, 18(12), 2151-2166.
18- Tajammolian, H., Khoshnoudian, F and Partovi Mehr, N., 2016, Seismic Responses of Isolated Structures with Mass Asymmetry Mounted on TCFP Subjected to Near-Fault Ground Motions, International Journal of Civil Engineering, 14, 573-584.
19- Becker, T.C., Bao, Y. and Mahin, S. A., 2017, Extreme behavior in a triple friction pendulum isolated frame, Earthquake Engineering and Structural Dynamics, 46(15), 2683-2698.
20- Xu, Y., Guo, T. and Yan, P., 2019, Design optimization of triple friction pendulums for base-isolated high-rise buildings, Advances in Structural Engineering, 22(13), 2727-2740.
21- Dao, N.D., Ryan, K.L. and Nguyen-Van, H., 2019, Evaluating simplified models in predicting global seismic responses of a shake table-test building isolated by triple friction pendulum bearings, Earthquake Engineering and Structural Dynamics, 48(6), 594-610.
22- HAZUS, 2003, HAZUS-MH 2.1Advance Engineering Building Module, Technical and User’s Manual, Federal Emergency Management Agency, Department of Homeland Security Emergency Mitigation Division.
23- Constantinou, M. C, Kalpakidis, I., Filiatrault, A. and Ecker Lay, R. A., 2011, LRFD-Based Analysis and Design Procedures for Bridge Bearings and Seismic Isolation, Technical Report No. MCEER-11-0004, New York, Buffalo.
24- Fenz, D. and Constantinou, M. C., 2008, Mechanical Behavior of Multi-Spherical Sliding Bearings, Report No. MCEER-08/0007, New York, Buffalo: MCEER.
25- Federal Emergency Management Agency, 1997, Quantification of Building Seismic Performance Factor (FEMA-P695), Applied Technology Council.
26- Vamvatsikos, D. and Cornell, CA., 2003, Incremental dynamic analysis, Earthquake Engineering and Structural Dynamics, 31, 491–514.
27- Zhang, J. and Huo, Y., 2009, Evaluating eﬀectiveness and optimum design of isolation devices for highway bridges using the fragility function method, Engineering Structure, 31, 1648–1660 (2009).
28- Tavares, D. H., Suescun, J. R., Paulter, P., and Padgett, J. E., 2013, Seismic Fragility of a Highway Bridge in Quebec, Journal of Bridge Engineering, 18(11), 1131-1139.
29- Han, R., Li, Y. and Van de Lindt, J., 2014, Seismic risk of base isolated non-ductile reinforced concrete buildings considering uncertainties and mainshock–aftershock sequences, Structural Safety, 50, 39-56.
30- Zhou,C. Zeng, X. Pan, Q. and Liu, B., 2014, Seismic fragility assessment of a tall reinforced concrete chimney, Structure Design Tall Special Buildings, 24(6), 440-460.
31- Phan, HN., Paolacci, F., Uckan, C, and Shen, J. J., 2016, Seismic vulnerability mitigation of liqueﬁed gas tanks using concave sliding bearings, Bulletin of Earthquake Engineering, 14, 3283–3299.
32- Castaldo, P., Amendola, G. and Palazzo, B., 2017, Seismic fragility and reliability of structures isolated by friction pendulum devices: seismic reliability-based design (SRBD), Earthquake Engineering and Structural Dynamics, 46, 425-446.
33- Castaldo, P., Amendola, G. and Ripani, M., 2018, Seismic fragility of structures isolated by single concave sliding devices for different soil conditions, Earthquake Engineering and engineering vibration, 17, 869-891.
34- ASCE7-10, 2010, Minimum Design Loads for Building and Other Structures, Published by American Society of Civil Engineers. Virginia, USA.
35- AISC 360-10, 2010, Specification for Structural Steel Buildings, Published by American Institute of Steel Construction. Chicago, Illinois, USA.
36- AISC 341-10, 2010, Seismic provisions for structural steel buildings, Published by American Institute of Steel Construction. Chicago, Illinois, USA.
37- PEER. Open System for Earthquake Engineering Simulation (OpenSees) development platform by the Paciﬁc Earthquake Engineering Research Center (PEER). http://opensees.berkeley.edu. (2008).
38- Mazzoni, S., McKenna, F., Scott, M. H, and Fenves, G. L., 2007, OpenSees command language manual, Pacific Earthquake Engineering Research Center, 451.