A Rapid Analysis Procedure for Estimating the Seismic Collapse Capacity of Moment Resisting Frames

References

• Adam, C. and Jäger, C. [2012] “Simplified collapse capacity assessment of earthquake excited regular frame structures vulnerable to P-delta,” Engineering Structures 44, 159–173. doi:10.1016/j.engstruct.2012.05.036.
   Web of Science ®Google Scholar
• American Society of Civil Engineers (ASCE) [2005] “Minimum design loads of buildings and other structures,” ASCE/SEI 7-05, Reston, Virginia.
   Google Scholar
• American Society of Civil Engineers (ASCE) [2013] “Seismic evaluation and upgrade of existing buildings,” ASCE/SEI 41-13, Reston, Virginia.
   Google Scholar
• Applied Technology Council (ATC) [1994] Proc. of the Invitational Workshop on Steel Seismic Issues, September, Los Angeles, Redwood City, California. doi:10.1080/13632469.2019.1579770
   Google Scholar
• Bernal, D. [1998] “Instability of buildings during seismic response,” Engineering Structures 20(4–6), 496–502. doi:10.1016/S0141-0296(97)00037-0.
   Web of Science ®Google Scholar
• Borekci, M., Kirçil, M. S. and Ekiz, I. [2014] “Collapse period of degrading SDOF systems,” Earthquake Engineering and Engineering Vibration 13(4), 681–694. doi:10.1007/s11803-014-0272-7.
   Web of Science ®Google Scholar
• Brozovič, M. and Dolšek, D. [2014] “Envelope-based pushover analysis procedure for the approximate seismic response analysis of buildings,” Earthquake Engineering and Structural Dynamics 43(1), 77–96. doi:10.1002/eqe.2333.
   Web of Science ®Google Scholar
• Dolšek, M. and Fajfar, P. [2004] “IN2- A sample alternative for IDA,” Proc. of 13th World Conference on Earthquake Engineering, Vancouver, Canada, Paper no. 3353.
   Google Scholar
• Federal Emergency Management Agency (FEMA) [2009a] Effects of strength and stiffness degradation on seismic response, FEMA P440A, Washington, D.C.
   Google Scholar
• Federal Emergency Management Agency (FEMA) [2009b] Quantification of Building SeismicPerformance Factors, FEMA P695, Washington, D.C.
   Google Scholar
• Goel, R. K. and Chopra, A. K. [1997] “Vibration properties of buildings determined from recorded earthquake motions” Report no. UCB/EERC-97/14. Earthquake Engineering Research Center, University of California at Berkeley, California.
   Google Scholar
• Hamidia, M., Filiatrault, A. and Aref, A. [2013] “Simplified seismic sidesway collapse analysis of frame buildings,” Earthquake Engineering and Structural Dynamics 43(3), 429–448. doi:10.1002/eqe.2353.
   Web of Science ®Google Scholar
• Hamidia, M., Filiatrault, A. and Aref, A. [2014] “Simplified seismic sidesway collapse capacity-based evaluation and design of frame buildings with linear viscous dampers,” Journal of Earthquake Engineering 18, 528–552. doi:10.1080/13632469.2013.876948.
   Web of Science ®Google Scholar
• Han, S. W. and Chopra, A. K. [2006] “Approximate incremental dynamic analysis using the modal pushover analysis procedure,” Earthquake Engineering and Structural Dynamics 35(15), 1853–1873. doi:10.1002/eqe.605.
   Web of Science ®Google Scholar
• Han, S. W., Moon, K.-H. and Chopra, A. K. [2010] “Application of MPA to estimate probability of collapse of structures,” Earthquake Engineering and Structural Dynamics 39(11), 1259–1278. doi:10.1002/eqe.992.
   Web of Science ®Google Scholar
• Haselton, C. B. and Deierlein, G. G. [2007] “Assessing seismic collapse safety of modern reinforced concrete moment-frame buildings” Report no.156. John A. Palo Alto, CA, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, California.
   Google Scholar
• Ibarra, L. F. and Krawinkler, H. [2005] “Global collapse of frame structures under seismic excitations” Report no.152. John A. Palo Alto, CA, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, California.
   Google Scholar
• Ibarra, L. F. and Krawinkler, H. [2011] “Variance of collapse capacity of SDOF systems under earthquake excitations,” Earthquake Engineering and Structural Dynamics 40(12), 1299–1314. doi:10.1002/eqe.1089.
   Web of Science ®Google Scholar
• Ibarra, L. F., Medina, R. and Krawinkler, H. [2002] “Collapse assessment of deteriorating SDOF systems,” Proc. of 12th European Conference on Earthquake Engineering, London, United King down, pp. 9–13. doi:10.1044/1059-0889(2002/er01)
   Google Scholar
• Jalilkhani, M. and Manafpour, A. R. [2018] “A simplified MPA-based method for incremental dynamic analysis of RC moment-resisting frames,” International Journal of Engineering 31(2), 196–203.
   Web of Science ®Google Scholar
• Lignos, D. G. and Krawinkler, H. [2009] “Sidesway collapse of deteriorating structural systems under seismic excitations” Report no.172. John A. Palo Alto, CA, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, California.
   Google Scholar
• Lignos, D. G., Zareian, F. and Krawinkler, H. [2008] Reliability of a 4-Story Steel Moment Resisting Frame against Collapse Due to Seismic Excitations, ASCE Structures Congress, Long Beach, California.
   Google Scholar
• MacRae, G. A. [1994] “P-Δ effects on single-degree-of-freedom structures in earthquakes,” Earthquake Spectra 10(3), 539–568. doi:10.1193/1.1585788.
   Google Scholar
• Miranda, E. and Akkar, D. [2003] “Dynamic instability of simple structural systems,” Journal of Structural Engineering 129(12), 1722–1726. doi:10.1061/(ASCE)0733-9445(2003)129:12(1722).
   Web of Science ®Google Scholar
• Moon, K. H., Han, S. W., Lee, T. S. and Seok, S. W. [2012] “Approximate MPA-based method for performing incremental dynamic analysis,” Nonlinear Dynamics 67(4), 2865–2888. doi:10.1007/s11071-011-0195-z.
   Web of Science ®Google Scholar
• Open System for Earthquake Engineering Simulation (OpenSees) [2012] Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley. doi:10.1080/13632469.2019.1579770
   Google Scholar
• Peruš, I., Klinc, R., Dolenc, M. and Dolšek, M. [2013] “A web-based methodology for the prediction of approximate IDA curves,” Earthquake Engineering and Structural Dynamics 42(1), 43–60. doi:10.1002/eqe.2192.
   Web of Science ®Google Scholar
• Shafei, B., Zareian, F. and Lignos, D. G. [2011] “A simplified method for collapse capacity assessment of moment-resisting frame and shear wall structural systems,” Engineering Structures 33(4), 1107–1116. doi:10.1016/j.engstruct.2010.12.028.
   Web of Science ®Google Scholar
• Vamvatsikos, D. and Cornell, C. A. [2002] “Incremental dynamic analysis,” Earthquake Engineering and Structural Dynamics 31(3), 491–514. doi:10.1002/eqe.141.
   Web of Science ®Google Scholar
• Vamvatsikos, D. and Cornell, C. A. [2005] “Direct estimation of seismic demand and capacity of multi-degree-of-freedom systems through incremental dynamic analysis of single degree of freedom approximation,” Journal of Structural Engineering 131(4), 589–599. doi:10.1061/(ASCE)0733-9445(2005)131:4(589).
   Web of Science ®Google Scholar
• Williamson, E. B. [2003] “Evaluation of damage and P-Δ effects for systems under earthquake excitation,” Journal of Structural Engineering 129(8), 1036–1046. doi:10.1061/(ASCE)0733-9445(2003)129:8(1036).
   Web of Science ®Google Scholar
• Zareian, F. and Krawinkler, H. [2009] “Simplified performance-based earthquake engineering” Report no. 169. John A. Palo Alto, CA, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, California.
   Google Scholar