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Advances in Acoustics and Vibration
Volume 2014, Article ID 510593, 13 pages
Research Article

Numerical Study on Energy Dissipation of Steel Moment Resisting Frames under Effect of Earthquake Vibrations

1Earthquake Engineering Group, Faculty of Civil Engineering, Semnan University, Semnan 35131-19111, Iran
2Faculty of Engineering, Islamic Azad University of Pardis, Tehran 16555-135, Iran

Received 2 September 2013; Accepted 25 November 2013; Published 13 March 2014

Academic Editor: Marc Asselineau

Copyright © 2014 Mohsen Gerami and Davood Abdollahzadeh. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. F. Haddad-Shargh and M. Hosseini, “An optimal distribution of stiffness over the height of shear buildings to minimize the seismic input energy,” Journal of Seismology and Earthquake Engineering, vol. 13, no. 1, pp. 25–32, 2011. View at Google Scholar
  2. S. M. Zahrai, S. Dastmalchi, and S. R. Mirghaderi, “Extending seismic design of steel moment frames using energy-based method,” Journal of Sazeh va Folad (Structure and Steel), vol. 5, no. 6, pp. 89–92, 2009 (Persian). View at Google Scholar
  3. G. W. Housner, “Limit design of structures to resist earthquakes,” in Proceedings of 1st World Conference on Earthquake Engineering, vol. 5, pp. 1–13, Earthquake Engineering Research Institute, Oakland, Calif, USA, 1956.
  4. G. Abdollahzadeh and A. Alehashem, “Energy distribution in stories of concentrically braced frames (CBFs) under far-field and near-field records,” Journal of Sazeh va Folad (Structure and Steel), vol. 6, no. 7, pp. 31–41, 2010 (Persian). View at Google Scholar
  5. P. Khashaee, B. Mohraz, F. Sadek, H. S. Lew, and J. L. Gross, “Distribution of earthquake input energy in structures,” Tech. Rep. NISTIR 6905, United States Department of Commerce Technology Administration, National Institute of Standards and Technology, Gaithersburg, Md, USA, 2003. View at Google Scholar
  6. S. Leelataviwat, S. C. Goel, and B. Stojadinović, “Toward performance-based seismic design of structures,” Earthquake Spectra, vol. 15, no. 3, pp. 435–461, 1999. View at Google Scholar · View at Scopus
  7. J. P. Stewart, C. S. Chiou, J. D. Bray, R. W. Graves, P. G. Somerville, and N. A. Abrahamson, “Ground motion evaluation procedures for performance-based design,” Research Report Conducted Under Grant EEC-9701568, National Science Foundation, University of California, Berkeley, Calif, USA, 2001. View at Google Scholar
  8. B. A. Bolt, “Seismic input motions for nonlinear structural analysis,” Journal of Earthquake Technology, vol. 448, pp. 223–232, 2004. View at Google Scholar
  9. B. Alavi and H. Krawinkler, “Behavior of moment-resisting frame structures subjected to near-fault ground motions,” Earthquake Engineering and Structural Dynamics, vol. 33, no. 6, pp. 687–706, 2004. View at Publisher · View at Google Scholar · View at Scopus
  10. F. Soleimani Amiri, G. Ghodrati Amiri, and H. Razeghi, “Estimation of seismic demands of steel frames subjected to near-fault earthquakes having forward directivity and comparing with pushover analysis results,” Structural Design of Tall and Special Buildings, vol. 22, no. 13, pp. 975–988, 2012. View at Publisher · View at Google Scholar · View at Scopus
  11. M. Tehranizadeh and P. Boroumand, “Performance-based design of seismically isolated steel structures with ordinary occupancy,” Journal of Sharif Civil Engineering, vol. 27-2, no. 1, pp. 87–94, 2011 (Persian). View at Google Scholar
  12. H. Jahan Khah, M. Behzad, and M. A. Ghanad, “Internal strain energy of structures in the near field earthquakes,” Journal of Sharif Civil Engineering, vol. 24, pp. 35–39, 2009 (Persian). View at Google Scholar
  13. M. Tehranizadeh and H. Taheri, “Effective parameters on design spectra in near-fault and proposed spectrum using forward directivity,” Journal of Sharif Civil Engineering, vol. 27-2, no. 1, pp. 107–113, 2011 (Persian). View at Google Scholar
  14. J. W. Baker, “Quantitative classification of near-fault ground motions using wavelet analysis,” Bulletin of the Seismological Society of America, vol. 97, no. 5, pp. 1486–1501, 2007. View at Publisher · View at Google Scholar · View at Scopus
  15. M. Gerami and D. Abdollahzadeh, “Estimation of forward directivity effect on design spectra in near field of fault,” Journal of Basic and Applied Scientific Research, vol. 2, no. 9, pp. 8670–8686, 2012. View at Google Scholar
  16. M. Gerami and D. Abdollahzadeh, “Local and global effect of forward directivity,” Journal of Croatian Association of Civil Engineers, Hrcak, vol. 65, no. 11, 2013. View at Google Scholar
  17. S. R. Hoseini Vaez, M. K. Sharbatdar, G. R. Ghodrati-Amiri, H. Naderpour, and A. Kheyroddin, “Dominant pulse simulation of near fault ground motions,” Earthquake Engineering and Engineering Vibration, vol. 12, no. 2, pp. 267–278, 2013. View at Publisher · View at Google Scholar
  18. Standard No. 2800, Iranian Code of Practice for Seismic Resistant Design of Buildings, Ministry of Housing and Urban Development of Iran, Tehran, Iran, 3rd edition, 2005.
  19. FEMA 356, Prestandard and Commentary For the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency (FEMA), Washington, DC, USA, 2000.