H. Wibowo, D. Lau, Seismic progressive collapse: qualitative point of view, Civil Engineering Dimension, 11(1) (2009) 8-14.
 U. Gsa, Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects, Washington, DC, (2003).
 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.
 S.J. Dyke, J.M. Caicedo, G. Turan, L.A. Bergman, S. Hague, Phase I benchmark control problem for seismic response of cable-stayed bridges, Journal of Structural Engineering, 129(7) (2003) 857-872.
 P. Boroumand, M. Tehranizadeh, Response Sensitivity of Base-Isolated Steel Buildings to Near-Fault Ground Motions.
 F.H. Rezvani, A.M. Yousefi, H.R. Ronagh, Effect of span length on progressive collapse behaviour of steel moment resisting frames, in: Structures, Elsevier, 2015, pp. 81-89.
 I. Talebinejad, C. Fischer, F. Ansari, Numerical evaluation of vibration‐based methods for damage assessment of cable‐stayed bridges, Computer‐Aided Civil and Infrastructure Engineering, 26(3) (2011) 239-251.
 H. Li, J. Liu, J. Ou, Seismic response control of a cable‐stayed bridge using negative stiffness dampers, Structural Control and Health Monitoring, 18(3) (2011) 265-288.
 A. Pipinato, C. Pellegrino, G. Fregno, C. Modena, Influence of fatigue on cable arrangement in cable-stayed bridges, International Journal of Steel Structures, 12(1) (2012) 107-123.
 J.-g. Cai, Y.-x. Xu, L.-p. Zhuang, J. Feng, J. Zhang, Comparison of various procedures for progressive collapse analysis of cable-stayed bridges, Journal of Zhejiang University SCIENCE A, 13(5) (2012) 323-334.
 M. Ismail, J. Rodellar, G. Carusone, M. Domaneschi, L. Martinelli, Characterization, modeling and assessment of Roll-N-Cage isolator using the cable-stayed bridge benchmark, Acta Mechanica, 224(3) (2013) 525-547.
 M. Ismail, J.R. Casas, J. Rodellar, Near-fault isolation of cable-stayed bridges using RNC isolator, Engineering Structures, 56 (2013) 327-342.
 S.-H. Han, W.-S. Lee, M.-S. Bang, Probabilistic optimal safety with minimum life-cycle cost based on stochastic finite element analysis of steel cable-stayed bridges, International Journal of Steel Structures, 11(3) (2011) 335.
 H. Li, S. Li, J. Ou, H. Li, Reliability assessment of cable-stayed bridges based on structural health monitoring techniques, Structure and Infrastructure Engineering, 8(9) (2012) 829-845.
 Y. Ding, A. Li, D. Du, T. Liu, Multi-scale damage analysis for a steel box girder of a long-span cable-stayed bridge, Structure and Infrastructure Engineering, 6(6) (2010) 725-739.
 H.R. Tavakoli, F. Naghavi, A.R. Goltabar, Effect of base isolation systems on increasing the resistance of structures subjected to progressive collapse, Earthq. Struct, 9(3) (2015) 639-656.
 M. Ismail, Inner pounding control of the RNC isolator and its impact on seismic isolation efficiency under near-fault earthquakes, Engineering Structures, 86 (2015) 99-121.
 B. Shrestha, Seismic response of long span cable-stayed bridge to near-fault vertical ground motions, KSCE Journal of Civil Engineering, 19(1) (2015) 180-187.
 R. Das, A. Pandey, M. Mahesh, P. Saini, S. Anvesh, Progressive collapse of a cable stayed bridge, Procedia Engineering, 144 (2016) 132-139.
 B. Wei, P. Wang, M. Yang, L. Jiang, Seismic response of rolling isolation systems with concave friction distribution, Journal of Earthquake Engineering, 21(2) (2017) 325-342.
 Y.M. Al-Anany, M.J. Tait, Fiber reinforced elastomeric isolators for the seismic isolation of bridges, Composite Structures, 160 (2017) 300-311.
 G. Chen, D. Yan, W. Wang, M. Zheng, L. Ge, F. Liu, Assessment of the Bill Emerson memorial cable-stayed bridge based on seismic instrumentation data, (2007).