Journal of Engineering and Applied Sciences
Year:
2016
Volume:
11
Issue:
2
Page No.
274 - 283
References
Ambraseys, N.N. and J. Douglas, 2003. Near field horizontal and vertical earthquake ground motions. Soil Dynamics Earthquake Eng., 23: 1-18.
CrossRef | Direct Link | Anderson, J.C. and V.V. Bertero, 1987. Uncertainties in establishing design earthquakes. ASCE J. Struc. Eng., 113: 1709-1724.
Direct Link | Baker, J., 2007. Quantitative classification of near fault ground motions using wavelet analysis. Bull. Seismol. Soc. Am., 97: 1486-1501.
CrossRef | Direct Link | Bray, J.D. and M.A. Rodriguez, 2004. Characterization of forward directivity ground motions in the near fault region. Soil Dynamics Earthquake Eng., 24: 815-828.
CrossRef | Direct Link | Chopra, A.K. and C. Chintanapakdee, 2001. Comparing response of SDF systems to near fault and far fault earthquake motions in the context of spectral regions. Earthquake Eng. Struc. Dynamics, 30: 1769-1789.
Hall, J.F., T.H. Heaton, M.W. Halling and D.J. Wald, 1995. Near source ground motion and its effects on flexible buildings. Earthquake Spectra, 11: 569-605.
Hilber, H.M., T.J.R. Hughes and R.L. Taylor, 1977. Improved numerical dissipation for timeintegration algorithms in structural dynamics. Earthquake Eng. Struc. Dynamics, 5: 283-292.
CrossRef | Direct Link | Makris, N., 1997. Rigidity plasticity viscosity: Can electrorheological dampers protect baseisolated structures from near source ground motions. Earthquake Eng. Struc. Dynamics, 26: 571-591.
Malhotra, P.K., 1999. Response of buildings to near field pulse-like ground motions. Earthquake Eng. Struc. Dynamics, 28: 1309-1326.
Mander, J.B., M.J.N. Priestley and R. Park, 1988. Theoretical stress strain model for confined concrete. J. Struc. Eng., 114: 1804-1826.
CrossRef | Direct Link | Mavroeidis, G.P. and A.S. Papageorgiou, 2003. A mathematical representation of near faultground motions. Bull. Seismol. Soc. Am., 93: 1099-1131.
Mylonakis, G. and A. Reinhorn, 2001. Yielding oscillator under triangular ground acceleration pulse. J. Earthquake Eng., 5: 225-251.
CrossRef | Direct Link | Naeim, F., 1995. On seismic design implications of the 1994 Northridge earthquake record. Earthquake Spectra, 11: 91-109.
CrossRef | Direct Link | Panagiotou, M., J. Restrepo and J. Conte, 2011. Shake table test of a full scale 7 story building slice. J. Struc. Eng., 137: 691-704.
CrossRef | Direct Link | Priestley, M.J.N. and D.N. Grant, 2005. Viscous damping in seismic design and analysis. J. Earthquake Eng., 9: 229-255.
Sehhati, R., A.R. Marek, M. ElGawady and W.F. Cofer, 2011. Effects of near fault ground motions and equivalent pulses on multi story structures. Eng. Struc., 33: 767-779.
CrossRef | Direct Link | Somerville, P.G., 2003. Magnitude scaling of the near fault rupture directivity pulse. Physics Earth Planetary Interiors, 137: 201-212.
CrossRef | Direct Link | Somerville, P.G., N.F. Smith, R. Graves and N.A. Abrahamson, 1997. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismol. Res. Letters, 68: 199-222.
Spudich, P. and B. Chiou, 2008. Directivity in NGA earthquake ground motions: Analysis using isochrone theory. Earthquake Spectra, 24: 279-298.
CrossRef | Direct Link | Yaghmaei, S.S. and H.H. Tsangb, 2011. An updated study on near fault ground motions of the 1978 Tabas, Iran, earthquake (Mw=7.4). Sci. Iran., 18: 895-905.
CrossRef | Direct Link | Zhang, Y. and W. Iwan, 2002. Active interaction control of tall buildings subjected to near field ground motions. J. Struc. Eng., 128: 69-79.