Constant Ductility Energy Factors for the Near-Fault Pulse-Like Ground Motions

References

• Baker, J. W. [2007 ] “Quantitative classification of near-fault ground motions using wavelet analysis,” Bulletin of the Seismological Society of America 97(5), 1486–1501.
   Web of Science ®Google Scholar
• Bates, D. M. and Watts, D. G. [1988 ] Nonlinear Regression Analysis and its Applications, Wiley, New York.
   Google Scholar
• Cai, J., Bu, G. B., Zhou, J., Zuo, Z. L., Yang, C., and Chen, Q. J. [2015 ] “Modification of ductility reduction factor for strength eccentric structures subjected to pulse-like ground motions,” Journal of Earthquake Engineering 20(1), 12–38.
   Web of Science ®Google Scholar
• Chai, Y. H., Fajfar, P., and Romstad, K. M. [1998 ] “Formulation of duration-dependent inelastic seismic design spectrum,” Journal of Structural Engineering 124(8), 913–921.
   Web of Science ®Google Scholar
• Chai, Y. H., Romstad, K. M., and Bird, S. M. [1995 ] “Energy-based linear damage model for high-intensity seismic loading,” Journal of Structural Engineering 121(5), 857–864.
   Web of Science ®Google Scholar
• Charney, F. A. and Atlayan, O. [2011 ] “Hybrid moment-resisting steel frames,” Engineering Journal, AISC 48(3), 169–182.
   Web of Science ®Google Scholar
• Choi, H., Kim, J., and Chung, L. [2006 ] “Seismic design of buckling-restrained braced frames based on a modified energy-balance concept,” Canadian Journal of Civil Engineering 33(10), 1251–1260.
   Web of Science ®Google Scholar
• Fajfar, P. and Vidic, T. [1994 ] “Consistent inelastic design spectra: hysteretic and input energy,” Earthquake Engineering & Structural Dynamics 23(5), 523–537.
   Web of Science ®Google Scholar
• Heidari, A., and Gharehbaghi, S. [2015 ] “Seismic performance improvement of special truss moment frames using damage and energy concepts,” Earthquake Engineering & Structural Dynamics 44(7), 1055–1073.
   Web of Science ®Google Scholar
• Housner, G. W. [1956 ] “Limit design of structures to resist earthquakes,” Proc. of the First World Conference on Earthquake Engineering, San Francisco 5, 1–13.
   Google Scholar
• Jäger, C. and Adam, C. [2013 ] “Influence of collapse definition and near-field effects on collapse capacity spectra,” Journal of Earthquake Engineering 17(6), 859–878.
   Web of Science ®Google Scholar
• Jalali, R. S. and Trifunac, M. D. [2008 ] “A note on strength-reduction factors for design of structures near earthquake faults,” Soil Dynamics and Earthquake Engineering 28(3), 212–222.
   Web of Science ®Google Scholar
• Jalali, R. S., Jokandan, M. B., and Trifunac, M. D. [2012 ] “Earthquake response of a three-span, simply supported bridge to near-field pulse and permanent-displacement step,” Soil Dynamics and Earthquake Engineering 43, 380–397.
   Web of Science ®Google Scholar
• Jiang, Y., Li, G., and Yang, D. X. [2010 ] “A modified approach of energy balance concept based multimode pushover analysis to estimate seismic demands for buildings,” Engineering Structures 32(5), 1272–1283.
   Web of Science ®Google Scholar
• Joyner, W. B. and Boore, D. M. [1981 )] “Peak horizontal acceleration and velocity from strong-motion records including records from the 1979 Imperial Valley, California, earthquake,” Bulletin of the Seismological Society of America 71(6), 2011–2038.
   Web of Science ®Google Scholar
• Kalkan, E. and Kunnath, S. K. [2006 ] “Effects of fling step and forward directivity on seismic response of buildings,” Earthquake Spectra 22(2), 367–390.
   Web of Science ®Google Scholar
• Kalkan, E. and Kunnath, S. K. [2007 ] “Effective cyclic energy as a measure of seismic demand,” Journal of Earthquake Engineering 11(5), 725–751.
   Web of Science ®Google Scholar
• Karalar, M., Padgett, J. E., and Dicleli, M. [2012 ] “Parametric analysis of optimum isolator properties for bridges susceptible to near-fault ground motions,” Engineering Structures 40, 276–287.
   Web of Science ®Google Scholar
• Ke, K., Ke, S. Z., and Chuan, G. H. [2015 ] “The energy factor of systems considering multiple yielding stages during ground motions,” Soil Dynamics and Earthquake Engineering 71, 42–48.
   Web of Science ®Google Scholar
• Khampanit, A., Leelataviwat, S., Kochanin, J., and Warnitchai, P. [2014 ] “Energy-based seismic strengthening design of non-ductile reinforced concrete frames using buckling-restrained braces,” Engineering Structures 81, 110–122.
   Web of Science ®Google Scholar
• Kharmale, S. B. and Ghosh, S. [2013 ] “Performance-based plastic design of steel plate shear walls,” Journal of Constructional Steel Research 90, 85–97.
   Web of Science ®Google Scholar
• Kim, J., Choi, H., and Chung, L. [2004 ] “Energy-based seismic design of structures with buckling-restrained braces,” Steel and Composite Structures 4(6), 437–452.
   Web of Science ®Google Scholar
• Kuwamura, H. and Galambos, T. V. (1989) “Earthquake load for structural reliability,” Journal of Structural Engineering 115(6), 1446–1462.
   Web of Science ®Google Scholar
• Lee, S. S. and Goel, S. C. [2001 ] “Performance-based design of steel moment frames using target drift and yield mechanism,” Report No. UMCEE 01-17, Dept. of Civil and Environmental Engineering, University of Michigan. Ann Arbor, Michigan.
   Google Scholar
• Leelataviwat, S., Goel, S. C., and Stojadinovic, B. [1999 ] “Toward performance-based seismic design of structures,” Earthquake Spectra 15(3), 435–461.
   Google Scholar
• Leelataviwat, S., Goel, S. C., and Stojadinovic, B. [2002 ] “Energy-based seismic design of structures using yield mechanism and target drift,” Journal of Structural Engineering 128(8), 1046–1054.
   Web of Science ®Google Scholar
• Leelataviwat, S., Saewon, W., and Goel, S. C. [2009 ] “Application of energy balance concept in seismic evaluation of structures,” Journal of Structural Engineering 135(2), 113–121.
   Web of Science ®Google Scholar
• Masaeli, H., Khoshnoudian, F., and Ziaei, R. [2015 ] “Rocking soil-structure systems subjected to near-fault pulses,” Journal of Earthquake Engineering 19(3), 461–479.
   Web of Science ®Google Scholar
• Mazza, F. and Vulcano, A. [2012 ] “Effects of near-fault ground motions on the nonlinear dynamic response of base-isolated rc framed buildings,” Earthquake Engineering & Structural Dynamics 41(2), 211–232.
   Web of Science ®Google Scholar
• Miranda, E. and Bertero, V. V. [1994 ] “Evaluation of strength reduction factors for earthquake-resistant design,” Earthquake Spectra 10(2), 357–379.
   Google Scholar
• Newmark, N. M. and Hall, W. J. [1982 ] Earthquake Spectra and Design, Earthquake Engineering Research Institute, Berkeley, California.
   Google Scholar
• Ordaz, M. and Pérez-Rocha, L. E. [1998 ] “Estimation of strength-reduction factors for elastoplastic systems: a new approach,” Earthquake Engineering & Structural Dynamics 27(9), 889–902.
   Web of Science ®Google Scholar
• Pekcan, G., Itani, A. M., and Linke, C. [2014 ] “Enhancing seismic resilience using truss girder frame systems with supplemental devices,” Journal of Constructional Steel Research 94, 23–32.
   Web of Science ®Google Scholar
• Pekcan, G., Linke, C., and Itani, A. [2009 ] “Damage avoidance design of special truss moment frames with energy dissipating devices,” Journal of Constructional Steel Research 65(6), 1374–1384.
   Web of Science ®Google Scholar
• Ruiz-Garcia, J. [2011 ] “Inelastic displacement ratios for seismic assessment of structures subjected to forward-directivity near-fault ground motions,” Journal of Earthquake Engineering 15(3), 449–468.
   Web of Science ®Google Scholar
• Sahoo, D. R. and Chao, S. H. [2010 ] “Performance-based plastic design method for buckling-restrained braced frames,” Engineering Structures 32(9), 2950–2958.
   Web of Science ®Google Scholar
• Somerville, P. G., Smith, N. F., Graves, R. W., and Abrahamson, N. A. [1997 ] “Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity,” Seismological Research Letters 68(1), 199–222.
   Google Scholar
• Trifunac, M. D. [2009 ] “The role of strong motion rotations in the response of structures near earthquake faults,” Soil Dynamics and Earthquake Engineering 29(2), 382–393.
   Web of Science ®Google Scholar
• Uang, C. M. and Bertero, V. V. [1990 ] “Evaluation of seismic energy in structures,” Earthquake Engineering & Structural Dynamics 19(1), 77–90.
   Web of Science ®Google Scholar
• Veletsos, A. S. and Newmark, N. M. [1960 ] “Effect of inelastic behavior on the response of simple systems to earthquake motions,” Proc. of the 2nd World Conference on Earthquake Engineering, Vol. 2, Tokyo, pp. 895–912.
   Google Scholar
• Veletsos, A. S., Newmark, N. M., and Chelapati, C. V. [1965 ] “Deformation spectra for elastic and elastoplastic systems subjected to ground shock and earthquake motions,” Proc. of the 3nd World Conference on Earthquake Engineering, Vol. 2, Wellington, New Zealand, pp. 663–682.
   Google Scholar
• Wen, W. P., Zhai, C. H., Li, S., Chang, Z., and Xie, L. L. [2014 ] “Constant damage inelastic displacement ratios for the near-fault pulse-like ground motions,” Engineering Structures 59, 599–607.
   Web of Science ®Google Scholar
• Wongpakdee, N., Leelataviwat, S., Goel, S. C., and Liao, W. C. [2014 ] “Performance-based design and collapse evaluation of buckling restrained knee braced truss moment frames,” Engineering Structures 60, 23–31.
   Web of Science ®Google Scholar
• Yaghmaei-Sabegh, S. [2012 ] “Application of wavelet transforms on characterization of inelastic displacement ratio spectra for pulse-like ground motions,” Journal of Earthquake Engineering 16(4), 561–578.
   Web of Science ®Google Scholar
• Zahrah, T. F. and Hall, W. J. [1982 ] “Seismic energy absorption in simple structures,” Structural Research Series No. 501, Univ. of Illinois, Urbana, Illinois.
   Google Scholar
• Zamora, M. and Riddell, R. [2011 ] “Elastic and inelastic response spectra considering near-fault effects,” Journal of Earthquake Engineering 15(5), 775–808.
   Web of Science ®Google Scholar
• Zhai, C. H., Chang, Z. W., Li, S., Chen, Z. Q., and Xie, L. L. [2013 ] “Quantitative Identification of near-fault pulse-like ground motions based on energy,” Bulletin of the Seismological Society of America 103(5), 2591–2603.
   Web of Science ®Google Scholar