Abdel-Ghaffar, A. M. (1976). Dynamic analyses of suspension bridge structure. EERL 76-01, California Institute of Technology Pasadena, California.
Abdel-Ghaffar, A. M. (1979). Vertical vibration analysis of suspension bridges. Struct Div, 106, 2053-2075.
Abdel-Ghaffar, A. M., & Rubin, L.I. (1983a). Vertical seismic behavior of suspension bridge. Earthq Eng Struct Dynam, 11, 1-19.
Abdel-Ghaffar, A. M., & Rubin, L.I. (1983b). Nonlinear free vibration of suspension bridges: Applications. Eng Mech, 109(1), 330-331.
Adanur, S., Altunis, A., Bayraktar, A., & Akkose, M. (2012). Comparison of near-fault and far-fault ground motion effects on geometrically nonlinear earthquake behavior of suspension bridges. Nat Hazards, 64(1), 595-614.
Alavi, B., & Krawinkler, H. (2000). Effects of near-fault ground motions on frame structure. John A. Blume Earthquake Engineering Center,138, Department of Civil and Environmental Engineering, Stanford University.
Alizadeh, H., & Lavasani S.H.H. (2020). TMD parameters optimization in different length suspension bridges using OTLBO algorithm under near and far field ground motions. Earthquakes and Structures, 30(5), 625-635.
Alizadeh, H., & Lavasani, S.H.H. (2021). Flutter control of long span suspension bridges in time domain using optimized TMD. Int J Steel Struct, 21, 731–742.
Brown, A., & Saiidi, M.S. (2009). Investigation of near-fault ground motion effects on substandard bridge columns and bents. CCEER-09-01, Department of Civil Engineering, University of Nevada.
Brown, A., & Saiidi, M.S. (2011). Investigation of effect of near-fault motions on substandard bridge structures. Earthq Eng Eng Vib, 10(1), 1-11.
Cavdar, O. (2012). Probabilistic sensitivity analysis of two suspension bridges in Istanbul Turkey to near- and far-fault ground motion. Nat. Hazards Earth Syst. Sci., 12(2), 459-473.
Colliera, C.J., & Elnashai, A.S. (2010). A procedure for combining vertical and horizontal seismic action effects. Earthq Eng, 5(4), 521-539.
Chopra, A.K., & Chintanapakdee, C. (2001). Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions. Earthq Eng Struct Dyn, 30, 1769–1789.
Corigliano, M., Scandella, L., Lai, C., & Paolucci, R. (2011). Seismic analysis of deep tunnels in near fault conditions: a case study in southern Italy. Bulletin of earthquake engineering, 9(4), 975-995.
Elnashai, A.S., & Papazoglou, A.J. (2007). Procedure and spectra for analysis of RC structures subjected to strong vertical earthquake load. Earthq Eng, 1(1), 121-127.
Erdik, M., & Apaydın, N. (2005). Earthquake response of suspension bridge. Vib Prob ICOVP, 181-191.
Grimaz, S., & MaliSan, P. (2014) Near field domain effects and their consideration in the international and Italian seismic codes. Bollettino di Geofsica Teorica ed Applicata, 55(4), 717-738.
Hall, J.F., Heaton, T.H., Halling, M.W., & Wald, D.J. (1995). Near-source ground motion and its effects on flexible buildings. Earthq Spec, 11, 569–605.
Huang, M.H., Thabiratnam, D.P., & Perera, N.J. (2005). Vibration characteristic of shallow suspension bridge with pre-tensioned cables. Eng Struct, 27(8), 1220-1233.
Jalali, R.S., Jokandan, M.B., & Trifunac, M.D. (2012). Earthquake response of a three-span, simply supported bridge to near-field pulse and permanent-displacement step. Soil Dyn. Earthquake Eng, 43, 380–397.
Jia, J.F., & Ou, J.P. (2008). Seismic analyses of long-span cable-stayed bridges subjected to near-fault pulse-type ground motions. In 14th World Conference on Earthquake Engineering, China.
Kalkan, E., Eeri, S.M., Kunnath, S.K., & Eeri, M. (2006). Effects of fling step and forward directivity on seismic response of buildings. Earthq Spec, 22(2), 367-390.
Karaca, H., & Soyluk, K. (2018). Effects of near-fault and far-fault ground motions on cable stayed bridges. Disaster science and engineering, 4(1), 12-21.
Kunnath, S.K., Erduran, E., Chai, Y.H., & Yashinsky, M. (2007). Near-fault vertical ground motions on seismic response of highway overcrossings. Bridge Eng ASCE, 13(3), 282-290.
Lavasani S.H.H., Alizadeh, H., & Homami, P. (2020a) Optimizing tuned mass damper parameters to mitigate the torsional vibration of a suspension bridge under pulsetype ground motion: A sensitivity analysis. Journal of Vibration and Control. 26(11-12):1054-1067.
Lavasani S.H.H., Alizadeh, H., Doroudi, R., & Homami, P. (2020b). Vibration control of suspension bridge due to vertical ground motions. Advances in Structural Engineering, 23(12), 2626-2641.
Li, Sh., Zhang, F., Wang, J.Q., Alam, M.Sh., & Jian, Zh. (2016). Effects of Near-Fault Motions and Artificial Pulse-Type Ground Motions on Super-Span Cable-Stayed Bridge Systems. J. Bridge Eng, 22(3), 1-17.
Li, X., Dou, H., & Zhu, X. (2007). Engineering characteristics of near-fault vertical ground motions and their effect on the seismic response of bridges. Earthq Eng Eng Vib, 6(4), 345-350.
Luco, E., & Turmo, J. (2010). Linear vertical vibrations of suspension bridges: A review of continuum models and some new results. Soil Dynamics and Earthq Eng, 30, 769-781.
Makris, N., & Black, C.J. (2004). Dimensional analysis of rigid-plastic and elastoplastic structures under pulse-type excitations. Eng Mech, 130(9), 1006-1018.
Malhorta, P.K. (1999) Response of buildings to near-field pulse-like ground motions. Earthq Eng Struct Dynam, 28, 1309-1326.
Maniatakis, C.H.A., Taflampas, I.M., & Spyrakos, C.C. (2008). Identification of near-fault earthquake record characteristics. In: 14th World Conference on Earthquake Engineering, China.
McCallen, D.B., Astaneh-Asl, A., Larsen, S.C., & Hutchings, L.J. (2009). The response of long-span bridges to low frequency near-fault earthquake ground motions. TCLEE, 1-12.
Memarpour, M.M., Ghodrati Amiri, G., Razeghi, H., Akbarzadeh, M., & Tajik Davoudi, A. (2016). Characteristics of horizontal and vertical near-field ground motions and investigation of their effects on the dynamic response of bridges. Rehab in Civil Eng, 4(2), 1-24.
Murphy, T.P., & Collins, K.R. (2008). Retrofit of suspension bridges subjected to long period earthquake motion. In: 12th world conference on earthquake engineering, Auckland, New Zealand, Paper no. 2310.
Ohmachi, T., & Jalali, A. (1999). Fundamental study on near-fault effects on earthquake response of arch dams. Earthq Eng Eng Seismol, 1, 1–11.
Pacific Earthquake Engineering Research Center (PEER) http://www.peer.berkeley.edu.
Rodriguez, S., & Ingham, T.J. (1995). Seismic protective system for the stiffening truss of the golden gate bridge. Proceedings National Seismic Conference on highways and bridges, Federal highway administration, California.
Rubin, L.I., Abdel-Ghaffar, A.M., & Scanlan, R.H. (1983) Earthquake response of long span suspension bridge. 83-SM-13, Princeton university, Princeton.
Shrestha, B. (2015). Seismic response of long span cable-stayed bridge to near-fault vertical ground motions. KSCE Journal of Civil Engineering, 19(1), 180-187.
Shrestha, B., & Tuladhar, R. (2012). Response of Karnali Bridge, Nepal to near fault earthquakes. In: Proceedings of ICE- Bridge Engineering (ICE), 165(4), 223-232.
Somerville, P.G. (2003). Magnitude scaling of near fault rupture directivity pulse. Phys Earth Planet, 137(1), 201-212.
Soyluka, K., & Karaca, H. (2017). Near-fault and far-fault ground motion effects on cable-supported bridges. Procedia Eng, 199, 3077-3082.
Zhang, S., & Wang, G. (2013). Effects of near-fault and far-fault ground motions on nonlinear dynamic response and seismic damage of concrete gravity dams. Soil Dyn Earthq Eng, 53, 217–229.