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Original Articles

Seismic damage-based design of steel moment frames

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Pages 1591-1608 | Received 07 May 2016, Accepted 18 Feb 2019, Published online: 12 Apr 2019

References

  • Akbas, B., Shen, J., & Hao, H. (2001). Energy approach in performance-based seismic design of steel moment resisting frames for basic safety objective. The Structural Design of Tall Buildings, 10(3), 193–217. doi:10.1002/tal.172.
  • ASCE/SEI. (2010). Seismic rehabilitation of existing buildings. Reston, VA: American Society of Civil Engineers, 7–10.
  • Bojórquez, E., Reyes-Salazar, A., Terán-Gilmore, A., & Ruiz, S. E. (2010). Energy-based damage index for steel structures. International Journal of Steel and Composite Structures, 10(4), 343–360.
  • Castiglioni, C. A., & Pucinotti, R. (2009). Failure criteria and cumulative damage models for steel components under cyclic loading. Journal of Constructional Steel Research, 65(4), 751–765.
  • Chopra, A. K. (2007). Dynamics of structures: theory and applications to earthquake engineering. Upper Saddle River, NJ: Pearson Prentice Hall.
  • Datta, D., & Ghosh, S. (2008). Estimating Park-Ang damage index using equivalent systems. The 14th World Conference on Earthquake Engineering October 12–17, Beijing, China.
  • Eberhart, R., & Kennedy, J. (1995). Particle swarm optimization. Proceeding of IEEE International Conference on Neural Network. Perth. Australia, IEEE Service Center Piscataway NJ, pp. 1942–1948.
  • EC8. (2008). Design of structures for earthquake resistance, part 1: general rules, seismic actions and rules for buildings. European Standard EN 1998-1:2004, European Committee for Standardization CEN, Brussels.
  • Estes, K. R. (2003). An energy method for seismic design. Ph.D. Thesis, University of Southern California, Los Angele, CA
  • FEMA-356. (2000). Pre-Standard and commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency, Washington, DC.
  • Foulkes, J. (1954). The minimum-weight design of structural frames. Proceedings of the Royal Society of London, Series A, Mathematical and Physical Sciences, 223(1155), 482–494.
  • Gholizadeh, S., Kamyab, R., & Dadashi, H. (2012). Performance-Based design optimization of steel moment frames. International Journal of Optimization in Civil Engineering, 3(2), 327–343.
  • Ghosh, S., Datta, D., & Katakdhond, A. (2011). Estimation of the Park–Ang damage index for planar multi-story frames using equivalent single-degree systems. Journal of Engineering Structures, 33(9), 2509–2524. doi:10.1016/j.engstruct.2011.04.023
  • Kamaris, G. S., Hatzigeorgiou, G. D., & Beskos, D. E. (2015). Direct damage controlled seismic design of plane steel degrading frames. Bulletin of Earthquake Engineering, 13(2), 587–612. doi:10.1007/s10518-014-9626-9
  • Khashaee, P., & Mohraz, B. (2004). Earthquake energy distribution in structures, Proceedings of 11th Conference on Soil Dynamics and Earthquake Engineering and the 3rd International Conference on Earthquake Geotechnical Engineering, January 7–9, University of California at Berkeley, Berkeley, CA, 1, pp. 360–367.
  • Khashaee, P. (2005). Damage-based seismic design of structures. Journal of Earthquake Spectra, 21(2), 371–387. doi:10.1193/1.1896366
  • Khashaee, P., Mohraz, B., Sadek, F., Lew, H. S., & Gross, J. L. (2003). Distribution of earthquake input energy in structures. Report No. NISTIR 6903, Building and Fire Research Laboratory, National Institute of Standards and Technology, Gaithersburg, MD 20899.
  • Kunnath, S. K., Reinhorn, A. M., & Lobo, R. F. (1992). IDARC version 3: A program for the inelastic damage analysis of reinforced concrete structures. National Center for Earthquake Engineering and Research. Report No NCEER-92-0022. Buffalo, NY. SUNY.
  • Loh, C. H., & Chao, S. H. (2004). The use of damage functions in performance-based seismic design of structures. 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1–6, Paper No. 3257.
  • Lu, Y., & Wei, J. (2008). Damage-based inelastic response spectra for seismic design incorporating performance considerations. Journal of Soil Dynamics and Earthquake Engineering, 28(7), 536–549. doi:10.1016/j.soildyn.2007.08.002
  • Mahin, S. A., & Bertero, V. V. (1981). An evaluation of inelastic seismic design spectra. ASCE Journal of Structural Division, 107(ST9), 1777–1795.
  • Montes, E. H., Kwon, O. S., & Aschheim, M. A. (2012). An energy-based formulation for first-and multiple-mode nonlinear static pushover analysis. Journal of Earthquake Engineering, 8(1), 69–88. doi:10.1080/13632460409350481
  • Moustafa, A. (2011). Damage-Based design earthquake loads for single-degree-of-freedom inelastic structures. Journal of Structural Engineering, 137(3), 456–467. doi:10.1061/(ASCE)ST.1943-541X.0000074
  • NZS. (2004). Structural design actions - Part. Earthquake actions - New Zealand Commentary, 5. Wellington: NZS.
  • Palazzo, B., Petti, L., & Iuliis, M. D. (2004). Reduction factor for performance based seismic design of structures with supplemental dampers. 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1–6, Paper No. 2286.
  • Park, Y. J., & Ang, A. H. S. (1984). Seismic damage analysis and damage-limiting design of R.C. buildings. Technical Report SRS-516 of Research Supported by the National Science Foundation Division of Civil & Environmental Engineering, Illinois University.
  • Pacific Earthquake Engineering Research Center. (2015). PEER ground motion database, http://peer.berkeley.edu/
  • Prahlad, P., Manish, S., & Pankaj, A. (2012). Number of yield excursion cycles versus performance based seismic design, 15th World Conference on Earthquake Engineering, Lisbon, September 24–28.
  • SEAOC. (1999). Recommended lateral force requirements and commentary. Structural Engineers Association of California. Sacramento, CA: Seismology Committee.
  • Sullivan, T. J., Priestly, M. J. N., & Calvi, G. M. (2012). A model code for the displacement-based seismic design of structures. Pavia, Italy: IUSS Press, 124.
  • Warnitchai, P., & Panyakapo, P. H. (1999). Constant-Damage design spectra. Journal of Earthquake Engineering, 3(3), 329–347. doi:10.1080/13632469909350350

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