Assessment of probability of collapse and design for collapse safety

Earthquake Engineering and Structural Dynamics

Volumn 36, Issue 13, 2007, Pages 1901-1914

  Zareian, Farzin ^a   Krawinkler, Helmut ^b  

^a Irvine   (United States)

^b Stanford University   (United States)

Author keywords

Aleatory epistemic; Collapse; Performance based assessment; Performance based design; Reliability

Indexed keywords

EARTHQUAKE RESISTANCE; HAZARDS; RELIABILITY; SEISMIC DESIGN;

ALEATORY EPISTEMIC; COLLAPSE SAFETY; GROUND MOTION INTENSITY;

STRUCTURAL DESIGN;

BUILDING; COLLAPSE; EARTHQUAKE; EARTHQUAKE INTENSITY; GROUND MOTION; PERFORMANCE ASSESSMENT; PROBABILITY; RELIABILITY ANALYSIS; SAFETY;

EID: 35748965570     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.702     Document Type: Article

References (26)

1. Ambraseys NN, Melville CP. A History of Persian Earthquakes. Cambridge University Press: Cambridge, 1982; 219.
2. Ambraseys NN, Melville CP, Adams RD. The Seismicity of Eqypt, Arabia and Red Sea: A Historical Review. Cambridge University Press: Cambridge, 1994; 181.
3. Wyllie LA, Filson JR (eds). Armenia earthquake reconnaissance report. Earthquake Spectra, Special supplement, 1989.
4. Khurana A, Report on earthquake of 8th October in some parts of Northern India. 2005, www.ndmindia.nic.in/Earthquake2005/ report_on8di_Oct%2016hr.doc
5. Kircher CA, Reitherman RK, Whitman RV, Arnold C. Estimation of earthquake losses to buildings. Earthquake Spectra 1997; 13(4):703-720.
6. Krawinkler H (ed.). Van Nuys hotel building testbed report: exercising seismic performance assessment. Report No. PEER 2005/11, Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, CA, 2005.
7. ACI Committee 318. Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05). American Concrete Institute, Farmington Hills, MI, 2005; 443.
8. AISC. Seismic Provisions for Structural Steel Buildings. American Institute of Steel Construction, Chicago, IL, 2002.
9. Bernal D. Instability of buildings subjected to earthquakes. Journal of Structural Engineering (ASCE) 1992; 118(8):2239-2260.
10. Challa VRM, Hall JF. Earthquake collapse analysis of steel frames. Earthquake Engineering and Structural Dynamics 1994; 23(11):1199-1218.
11. Roeder C, Schneider SP, Carpenter JE. Seismic behavior of moment-resisting steel frames: analytical study. Journal of Structural Engineering (ASCE) 1993; 119(6):1867-1884.
12. Roeder C, Schneider SP, Carpenter JE. Seismic behavior of moment-resisting steel frames: experimental study. Journal of Structural Engineering (ASCE) 1993; 119(6):1885-1902.
13. Villaverde R. Methods to assess the seismic collapse capacity of building structures: state of the art. Journal of Structural Engineering (ASCE) 2007; 133(1):57-66.
14. Ibarra LF, Krawinkler H. Global collapse of frame structures under seismic excitations. Report No. PEER 2005/06, Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, CA, 2005.
15. Shome N, Cornell CA. Probabilistic seismic demand analysis of nonlinear structures. Report No. RMS-35, Reliability of Marine Structures Program, Department of Civil Engineering, Stanford University, Stanford, CA, 1999.
16. Baker JW, Cornell CA. Vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon. Earthquake Engineering and Structural Dynamics 2005; 34(10):1193-1217.
17. Vamvatsikos D, Cornell CA. Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics 2002; 31(3):491-514.
18. Medina RA, Krawinkler H. Seismic demands for nondeteriorating frame structures and their dependence on ground motions. Report No. 144, John A. Blume Earthquake Engineering Center, Department of Civil Engineering, Stanford University, Stanford, CA, 2003.
19. Prakash V, Powell G, Campbell S. DRAIN-2DX: basic program description and user guide. Report No. UCB/SEMM-93117, University California at Berkeley, Berkeley, CA, 1993.
20. Ibarra LF, Medina RA, Krawinkler H. Hysteretic models that incorporate strength and stiffness deterioration. Earthquake Engineering and Structural Dynamics 2005; 34(12):1489-1511.
21. Zareian F. Simplified performance-based earthquake engineering. Ph.D. Dissertation (under supervision of Prof. Helmut Krawinkler), Stanford University, Stanford, CA, 2006.
22. Lignos D, Krawinkler H. A database in support of modeling of component deterioration for collapse prediction of steel frame structures. ASCE Structures Congress, Long Beach, CA, 2007.
23. Abrahamson NA, Silva WJ. Empirical response spectral attenuation relations for shallow crustal earthquakes. Seismological Research Letters 1997; 68:94-126.
24. Cornell CA, Jalayer F, Hamburger RO, Foutch DA. Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines. Journal of Structural Engineering (ASCE) 2002; 128(4): 526-533.
25. Shinozuka M, Feng M, Jongheon L, Naganuma T. Statistical analysis of fragility curves. Journal of Structural Engineering (ASCE) 2000; 126(12):1224-1232.
26. Kennedy RP, Ravindra MP. Seismic fragilities for nuclear power plant risk studies. Nuclear Engineering and Design 1984; 79(1):47-68.