Collapse fragility of steel structures subjected to earthquake mainshock-aftershock sequences

Journal of Structural Engineering (United States)

Volumn 140, Issue 12, 2014, Pages

  Li, Yue ^a   Song, Ruiqiang ^a   Van De Lindt, John W ^b  

^a Michigan Technological University   (United States)

^b Engineering Research Center and Hydraulics Laboratory   (United States)

Author keywords

Aftershock hazard; Collapse risk; Degraded system; Earthquake damage; Fragility; Performance based engineering; Reliability; Steel structures; Structural safety and reliability

Indexed keywords

EARTHQUAKE EFFECTS; HAZARDS; RELIABILITY; SEISMIC RESPONSE; STEEL STRUCTURES; STRUCTURAL FRAMES;

COLLAPSE RISKS; DEGRADED SYSTEM; EARTHQUAKE DAMAGES; FRAGILITY; PERFORMANCE-BASED ENGINEERING; STRUCTURAL SAFETY;

EARTHQUAKE ENGINEERING;

EID: 84910624339     PISSN: 07339445     EISSN: 1943541X     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0001019     Document Type: Article

References (38)

1. Abrahamson, N., and, Silva, W. (2008). " Summary of the Abrahamson & Silva NGA Ground-Motion Relations." Earthquake Spectra, 24 (1), 67-97. EASPEF 8755-2930 10.1193/1.2924360
2. Alliard, P. M., and, Léger, P. (2008). " Earthquake safety evaluation of gravity dams considering aftershocks and reduced drainage efficiency." J. Eng. Mech., 10.1061/(ASCE)0733-9399(2008)134:1(12), 12-22. JENMDT 0733-9399
3. American Institute of Steel Construction (AISC). (2005). " Seismic Provisions for Structural Steel Buildings." Including Supplement No. 1, AISC, Chicago, IL.
4. ASCE-41. (2006). Seismic rehabilitation of existing buildings, American Society of Civil Engineers, Reston, VA.
5. ASCE-7. (2002). Minimum design loads for buildings and other structures, Structural Engineering Institute (SEI), Reston, VA.
6. ATC-58. (2011). Development of next generation performance-based seismic design procedures for new and existing building, 75% draft ATC-58-1, Applied Technology Council, Redwood City, CA.
7. ATC-63. (2009). Quantification of building seismic performance factors, FEMA P695, Redwood City, CA.
8. Baker, J. W., and, Cornell, A. C. (2005). " A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon." Earthquake Eng. Struct. Dynam., 34 (10), 1193-1217. IJEEBG 1096-9845 10.1002/(ISSN)1096-9845
9. CESMD. (2012). " Center for engineering strong motion data." http://www.strongmotioncenter.org/ .(Aug. 28, 2012).
10. Goulet, C. A., et al. (2007). " Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building-from seismic hazard to collapse safety and economic losses." Earthquake Eng. Struct. Dynam., 36 (13), 1973-1997. IJEEBG 1096-9845 10.1002/(ISSN)1096-9845
11. Haselton, C. B., Baker, J. W., Liel, A. B., and, Deierlein, G. G. (2011). " Accounting for ground-motion spectral shape characteristics in structural collapse assessment through an adjustment for epsilon." J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000103, 332-344. JSENDH 0733-9445
12. Ibarra, L. F., and, Krawinkler, H. (2005). " Global collapse of frame structures under seismic excitations." Rep. No. TB 152, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
13. IBC. (2003). International building code, International Code Council (ICC), Falls Church, VA.
14. Lew, M., Naeim, F., Huang, S. C., Lam, H. K., and, Carpenter, L. D. (2000). " Geotechnical and geological effects of the 21 September 1999 Chi-Chi earthquake, Taiwan." Struct. Des. Tall. Spec. Build., 9 (2), 89-106. SDTBEH 1541-7794
15. Li, Q., and, Ellingwood, B. R. (2007 a). " Performance evaluation and damage assessment of steel frame buildings under main shock-aftershock earthquake sequences." Earthquake Eng. Struct. Dynam., 36 (3), 405-427. IJEEBG 1096-9845 10.1002/(ISSN)1096-9845
16. Li, Y., and, Ellingwood, B. R. (2007 b). " Reliability of woodframe residential construction subjected to earthquakes." Struct. Saf., 29 (4), 294-307. 0167-4730 10.1016/j.strusafe.2006.07.012
17. Li, Y., Song, R., van de Lindt, J. V., Nazari, N., and, Luco, N. (2012). " Integration of aftershock seismic hazard into performance-based engineering." 15th World Conf. Earthquake Engineering, Lisbon, Portugal.
18. Li, Y., Yin, Y., Ellingwood, B. R., and, Bulleit, W. M. (2010). " Uniform hazard versus uniform risk bases for performance-based earthquake engineering of light-frame wood construction." Earthquake Eng. Struct. Dynam., 39 (11), 1199-1217. IJEEBG 1096-9845 10.1002/eqe.v39:11
19. Lignos, D. G., and, Krawinkler, H. (2009). " Sidesway collapse of deteriorating structural systems under seismic excitations." Rep. No. TB 172, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
20. Lignos, D. G., and, Krawinkler, H. (2011). " Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading." J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000376, 1291-1302. JSENDH 0733-9445
21. Lignos, D. G., Krawinkler, H., and, Whittaker, A. S. (2011). " Prediction and validation of sidesway collapse of two scale models of a 4-story steel moment frame." Earthquake Eng. Struct. Dynam., 40 (7), 807-825. IJEEBG 1096-9845 10.1002/eqe.v40.7
22. Luco, N., Bazzurro, P., and, Cornell, C. A. (2004). " Dynamic versus static computation of the residual capacity of a mainshock-damaged building to withstand an aftershock." Proc., 13th World Conf. Earthquake Engineering, Vancouver, Canada.
23. OpenSees. (2012). " The open system for earthquake engineering simulation." http://opensees.berkeley.edu/ .(Sep. 5, 2012).
24. Parker, M., and, Steenkamp, D. (2012). " The economic impact of the Canterbury earthquakes." Reserve Bank of New Zealand Bulletin, 75 (3), 13-25.
25. PEER. (2011). " Pacific earthquake engineering research center PEER strong motion database." http://peer.berkeley.edu/peer-ground-motion-database/spectras/16318/unscaled-searches/new .(Oct. 1, 2011).
26. Pei, S., and, van de Lindt, J. W. (2009). " Methodology for earthquake-induced loss estimation: An application to woodframe buildings." Struct. Saf., 31 (1), 31-42. 0167-4730 10.1016/j.strusafe.2007.12.002
27. Reasenberg, P. A., and, Jones, L. M. (1994). " Earthquake aftershocks: update." Science, 265 (5176), 1251-1252. SCIEAS 0036-8075 10.1126/science.265.5176.1251
28. RMS. (2008). " Reconnaissance report: The 2008 wenchuan earthquake: Risk management lessons and implications." Risk Management Solutions, Newark, CA.
29. Scholz, C. H. (2002). The mechanics of earthquakes and faulting, Cambridge University Press, Cambridge, U.K.
30. U.S. Geological Survey (USGS). (2010). " Magnitude 8.8-offshore Bio-bio, Chile." http://earthquake.usgs.gov/earthquakes/eqinthenews/2010/us2010tfan/#summary .(Apr. 5, 2012).
31. U.S. Geological Survey (USGS). (2011). " Magnitude 9.0-near the east coast of Honshu, Japan." http://earthquake.usgs.gov/earthquakes/eqinthenews/2011/usc0001xgp/#summary .(Apr. 5, 2012).
32. U.S. Geological Survey (USGS). (2012). " Magnitude 8.6-off the west coast of Northern Sumatra." http://earthquake.usgs.gov/earthquakes/recenteqsww/Quakes/usc000905e.php#summary .(Jun. 6, 2012).
33. Vamvatsikos, D., and, Cornell, C. A. (2002). " Incremental dynamic analysis." Earthquake Eng. Struct. Dynam., 31 (3), 491-514. IJEEBG 1096-9845 10.1002/(ISSN)1096-9845
34. van de Lindt, J. W. (2008). " Experimental investigation of the effect of multiple earthquakes on woodframe structural integrity." Pract. Period. Struct. Des. Construct., 10.1061/(ASCE)1084-0680(2008)13:3(111), 111-117. PPSCFX 1084-0680
35. Yeo, G. L., and, Cornell, C. A. (2005). " Stochastic characterization and decision bases under time-dependent aftershock risk in performance-based earthquake engineering." Rep. No. TB 149, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
36. Yeo, G. L., and, Cornell, C. A. (2009). " Building life-cycle cost analysis due to mainshock and aftershock occurrences." Struct. Saf., 31 (5), 396-408. 0167-4730 10.1016/j.strusafe.2008.11.002
37. Yin, Y. J., and, Li, Y. (2010). " Seismic collapse risk of light-frame wood construction considering aleatoric and epistemic uncertainties." Struct. Saf., 32 (4), 250-261. 0167-4730 10.1016/j.strusafe.2010.03.012
38. Zareian, F., and, Krawinkler, H. (2007). " Assessment of probability of collapse and design for collapse safety." Earthquake Eng. Struct. Dynam., 36 (13), 1901-1914. IJEEBG 1096-9845 10.1002/(ISSN)1096-9845