• DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke


Framework of aftershock fragility assessment-case studies: older California reinforced concrete building frames

  1. Hauksson Egill (1995), "The 1994 Northridge earthquake sequence in California: Seismological and tectonic aspects" in Journal of Geophysical Research: Solid Earth, v. 100 n. B7, American Geophysical Union (AGU), p. 12335-12355


  2. USGS Implications for earthquake risk reduction in the United States from the Kocaeli Turkey, earthquake 2000
  3. DesRoches Reginald (2011), "Overview of the 2010 Haiti Earthquake" in Earthquake Spectra, v. 27 n. S1, Earthquake Engineering Research Institute, p. S1-S21


  4. Kam (2011), "Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttelton) earthquake" in Bulletin of the New Zealand Society for Earthquake Engineering, v. 44 (2011), p. 239
  5. Decanini LD Liberatore D Liberatore L Sorrentino L Preliminary report on the 2012 2012.
  6. Li Q Mathematical formulation of tools for assessment of fragility and vulnerability of damaged buildings
  7. Bazzurro P Cornell CA Menun C Motahari M Luco N Advanced seismic assessment guidelines 2006
  8. Maffei Joe (2008), "Probability-Based Seismic Assessment of Buildings, Considering Post-Earthquake Safety" in Earthquake Spectra, v. 24 n. 3, Earthquake Engineering Research Institute, p. 667-699


  9. Ryu H Luco N Uma SR Liel AB Developing fragilities for mainshock-damaged structures through incremental dynamic analysis 2011
  10. Uma SR Ryu H Luco N Liel AB Raghunandan M Comparison of main-shock and aftershock fragility curves developed for New Zealand and US buildings 2011
  11. Luco N Bazzurro P Cornell CA Dynamic versus static computation of the residual capacity of a mainshock-damaged building to withstand an aftershock 2004
  12. Ruiz-García Jorge (2011), "Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock–aftershock seismic sequences" in Engineering Structures, v. 33 n. 2, Elsevier BV, p. 621-634


  13. Raghunandan, Meera / Liel, Abbie B. / Luco, Nicolas (2015): Aftershock collapse vulnerability assessment of reinforced concrete frame structures. In: Earthquake Engineering and Structural Dynamics, v. 44, n. 3 (März 2015).


  14. Vamvatsikos, Dimitrios / Cornell, C. Allin (2006): Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA. In: Earthquake Engineering and Structural Dynamics, v. 35, n. 9 (25 Juli 2006).


  15. McKenna, Frank / Scott, Michael H. / Fenves, Gregory L. (2010): Nonlinear Finite-Element Analysis Software Architecture Using Object Composition. In: Journal of Computing in Civil Engineering, v. 24, n. 1 (Januar 2010).


  16. Cornell, C. Allin / Jalayer, Fatemeh / Hamburger, Ronald O. / Foutch, Douglas A. (2002): Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines. In: Journal of Structural Engineering (ASCE), v. 128, n. 4 (April 2002).


  17. Ellingwood, Bruce R. / Celik, Ozan Cem / Kinali, Kursat (2007): Fragility assessment of building structural systems in Mid-America. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 13 (25 Oktober 2007).


  18. Jeon, Jong-Su / Lowes, Laura N. / DesRoches, Reginald / Brilakis, Ioannis (2015): Fragility curves for non-ductile reinforced concrete frames that exhibit different component response mechanisms. In: Engineering Structures, v. 85 (Februar 2015).


  19. Mckay (1979), "A comparison of three methods for selecting values of input variables in the analysis of output from a computer code" in Technometrics, v. 21 (1979), p. 239
  20. Liel AB Assessing the collapse risk of California's existing reinforced concrete frame structures: metrics for seismic safety decisions 2008
  21. International Conference of Building Officials Uniform building code 1967
  22. Berry (2008), "Lumped-plasticity model for performance simulation of bridge columns" in ACI Structural Journal, v. 105 (2008), p. 270
  23. Mander, J. B. / Priestley, M. J. N. / Park, R. (1988): Theoretical Stress‐Strain Model for Confined Concrete. In: Journal of Structural Engineering (ASCE), v. 114, n. 8 (September 1988).


  24. Celik, Ozan Cem / Ellingwood, Bruce R. (2010): Seismic fragilities for non-ductile reinforced concrete frames – Role of aleatoric and epistemic uncertainties. In: Structural Safety, v. 32, n. 1 (Januar 2010).


  25. Healy JJ Wu ST Murga M Structural building response review 1980
  26. Pagni Catherine A. (2006), "Fragility Functions for Older Reinforced Concrete Beam-Column Joints" in Earthquake Spectra, v. 22 n. 1, Earthquake Engineering Research Institute, p. 215-238


  27. Walker S Seismic performance of existing RC beam-column joint 2001
  28. Baker JW Shahi SK Jayaram N New ground motion selection procedures and selected motions for the PEER Transportation Research Program 2011
  29. Giovenale, Paolo / Cornell, C. Allin / Esteva, Luis (2004): Comparing the adequacy of alternative ground motion intensity measures for the estimation of structural responses. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 8 (10 Juli 2004).


  30. Luco Nicolas (2007), "Structure-Specific Scalar Intensity Measures for Near-Source and Ordinary Earthquake Ground Motions" in Earthquake Spectra, v. 23 n. 2, Earthquake Engineering Research Institute, p. 357-392


  31. Padgett, Jamie E. / Nielson, Bryant G. / DesRoches, Reginald (2008): Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 5 (25 April 2008).


  32. Jeon, Jong-Su / Park, Ji-Hun / DesRoches, Reginald (2015): Seismic fragility of lightly reinforced concrete frames with masonry infills. In: Earthquake Engineering and Structural Dynamics, v. 44, n. 11 (September 2015).


  33. Jeon J-S Aftershock vulnerability assessment of damaged reinforced concrete buildings in California 2013


  • Über diese
  • Reference-ID
  • Erstellt am
  • Geändert am