[1] H.-E.M. Ali, A.M. Abdel-Ghaffar, Seismic passive control of cable-stayed bridges, Shock and Vibration, 2(4) (1995) 259-272.
[2] K.-S. Park, H.-J. Jung, I.-W. Lee, Hybrid control strategy for seismic protection of a benchmark cable-stayed bridge, Engineering Structures, 25(4) (2003) 405-417.
[3] H.E.M. Ali, A.M. Abdel‐Ghaffar, Seismic energy dissipation for cable‐stayed bridges using passive devices, Earthquake engineering & structural dynamics, 23(8) (1994) 877-893.
[4] M. Ismail, J. Rodellar, F. Ikhouane, Seismic protection of low‐to moderate‐mass buildings using RNC isolator, Structural Control and Health Monitoring, 19(1) (2012) 22-42.
[5] N. MAKRIS, Rigidity–plasticity–viscosity: Can electrorheological dampers protect base‐isolated structures from near‐source ground motions?, Earthquake engineering & structural dynamics, 26(5) (1997) 571-591.
[6] P.K. Malhotra, Response of buildings to near‐field pulse‐like ground motions, Earthquake Engineering & Structural Dynamics, 28(11) (1999) 1309-1326.
[7] J.M. Kelly, Aseismic base isolation: review and bibliography, Soil Dynamics and earthquake engineering, 5(4) (1986) .612-202
[8] Z. Kala, Global sensitivity analysis of reliability of structural bridge system, Engineering Structures, 194 (2019) 36-45.
[9] Y. Xie, R. DesRoches, Sensitivity of seismic demands and fragility estimates of a typical California highway bridge to uncertainties in its soil-structure interaction modeling, Engineering Structures, 189 (2019) 605-617.
[10] S. Mangalathu, J.S. Jeon, R. DesRoches, Critical uncertainty parameters influencing seismic performance of bridges using Lasso regression, Earthquake Engineering & Structural Dynamics, 47(3) (2018) 784-801.
[11] B.G. Nielson, R. DesRoches, Influence of modeling assumptions on the seismic response of multi-span simply supported steel girder bridges in moderate seismic zones, Engineering structures, 28(8) (2006) 1083-1092.
[12] E. Sapountzakis, P. Syrimi, I. Pantazis, I. Antoniadis, KDamper concept in seismic isolation of bridges with flexible piers, Engineering Structures, 153 (2017) 525-539.
[13] J.X. Mao, H. Wang, D.M. Feng, T.Y. Tao, W.Z. Zheng, Investigation of dynamic properties of long‐span cablestayed bridges based on one‐year monitoring data under normal operating condition, Structural Control and Health Monitoring, 25(5) (2018) e2146.
[14] P. Ni, Y. Xia, J. Li, H. Hao, Using polynomial chaos expansion for uncertainty and sensitivity analysis of bridge structures, Mechanical Systems and Signal Processing, 119 (2019) 293-311.
[15] R. Jangid, J. Kelly, Base isolation for near‐fault motions, Earthquake engineering & structural dynamics, 30(5) (2001) 691-707.
[16] M.J. Wesolowsky, J.C. Wilson, Seismic isolation of cable‐stayed bridges for near‐field ground motions, Earthquake engineering & structural dynamics, 32(13) (2003) 21072126.
[17] M. Ismail, J. Rodellar, F. Ikhouane, A seismic isolation system for supported objects. Spanish Patent No. P200802043, Spanish Office of Patents and Marks, (2008).
[18] M. Ismail, J.R. Casas, J. Rodellar, Near-fault isolation of cable-stayed bridges using RNC isolator, Engineering Structures, 56 (2013) 327-342.
[19] Z. Kala, J. Valeš, Imperfection sensitivity analysis of steel columns at ultimate limit state, Archives of Civil and Mechanical Engineering, 18(4) (2018) 1207-1218.
[20] J. Kim, J.-H. Park, T.-H. Lee, Sensitivity analysis of steel buildings subjected to column loss, Engineering Structures, 33(2) (2011) 421-432.
[21] T.H. Lee, K.M. Mosalam, Seismic demand sensitivity of reinforced concrete shear‐wall building using FOSM method, Earthquake engineering & structural dynamics, 34(14) (2005) 1719-1736.