Seismic fragility analysis of low-rise unreinforced masonry structures

Engineering Structures

Volumn 31, Issue 1, 2009, Pages 125-137

  Park, Joonam ^a   Towashiraporn, Peeranan ^b   Craig, James I ^c   Goodno, Barry J ^c  

^a Korea Railroad Research Institute   (South Korea)

^b AIR Worldwide Corporation   (United States)

^c Georgia Institute of Technology   (United States)

Author keywords

Composite spring model; Out of plane wall stiffness; Seismic fragility; Unreinforced masonry

Indexed keywords

BUILDING CODES; BUILDINGS; CIVIL ENGINEERING; CONCRETE BUILDINGS; ENGINEERING GEOLOGY; FOUNDATIONS; MASONRY MATERIALS; MODELS; RISK ASSESSMENT; RISK MANAGEMENT; SEISMIC DESIGN; SEISMIC WAVES; SEISMOLOGY; STIFFNESS; WALLS (STRUCTURAL PARTITIONS);

ANALYTICAL MODELS; COMPOSITE SPRING MODEL; COMPUTATIONAL TIMES; DYNAMIC BEHAVIORS; EARTHQUAKE ENGINEERINGS; ESSENTIAL FACILITIES; FRAGILITY ANALYSIS; FRAGILITY CURVES; HIGHLY NONLINEAR; MODEL-BASED; MODELING METHODS; NONLINEAR BEHAVIORS; OUT-OF-PLANE WALL STIFFNESS; PLANE WALLS; SEISMIC CODES; SEISMIC FRAGILITIES; SEISMIC FRAGILITY; SEISMIC LOADINGS; SEISMIC PERFORMANCES; SEISMIC RISK ASSESSMENTS; STRUCTURAL TYPES; UNITED STATES; UNREINFORCED MASONRIES; UNREINFORCED MASONRY;

STRUCTURAL ANALYSIS;

BUILDING; EARTHQUAKE ENGINEERING; LOADING; MASONRY; PERFORMANCE ASSESSMENT; SEISMIC DESIGN; SEISMICITY; STIFFNESS;

NORTH AMERICA; UNITED STATES;

EID: 56649108024     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.07.021     Document Type: Article

References (25)

1. French S, Olshansky R. Inventory of essential facilities in Mid-America. Mid-America earthquake center project SE-1 final report. 2000
2. NIBS - National Institute of Building Science. HAZUS 99 earthquake loss estimation methodology, technical manual. Washington, DC. 1999
3. Wen YK, Ellingwood BE, Veneziano D, Bracci J. Uncertainty modeling in earthquake engineering. Mid-America earthquake center project FD-2 report. 2003
4. ASCE, FEMA 356. Prestandard and commentary for the seismic rehabilitation of buildings. Publication No. 356, Washington (DC): Federal Emergency Management Agency. 2000
5. Kim S.C., and White D.W. Nonlinear analysis of a one-story low-rise masonry building with a flexible diaphragm subjected to seismic excitation. Eng Struct 26 (2004) 2053-2067
6. Yi T. Experimental investigation and numerical simulation of an unreinforced masonry structure with flexible diaphragms. Ph.D. thesis. Georgia Institute of Technology. 2004
7. Craig JI, Goodno BJ, Towashiraporn P, Park J. Response modification applications for essential facilities. Mid-America earthquake center project ST-4 final report. 2002
8. Park J, Craig JI, Goodno BJ. Simple nonlinear in-plane response models for assessing fragility of URM walls. In: Proceedings of the 7th US national conference on earthquake engineering. Boston (MA): EERI. 2002
9. Peralta DF, Bracci JM, Hueste MBD. Seismic performance of rehabilitated floor and roof diaphragms. Mid-America earthquake center project ST-8 final report. 2000
10. Prakash V, Powell GH, Campbell S. DRAIN-2DX base program description and user guide, Ver. 1.10, Berkeley (CA): Department of Civil Engineering, University of California; 1993
11. Wen Y.K., and Wu C.L. Uniform hazard ground motions for Mid-America cities. Earthq Spectra 17 2 (2001) 359-384
12. Simsir CC, Ashheim MA, Abrams DP. Response of Unreinforced masonry bearing walls situated normal to the direction of seismic input motions. In: Proceedings of the 7th US national conference on earthquake engineering, Boston (MA): EERI. 2002
13. Goodno BJ, Craig JI, Losiriluk T. Performance objectives for essential facilities. Mid-America earthquake center project ST-9 final report. 2003
14. Ellingwood B.R. Earthquake risk assessment of building structures. Reliab Eng Syst Saf 74 3 (2001) 251-262
15. Rodriguez M.E., and Aristizabal J.C. Evaluation of a seismic damage parameter. Earthq Eng Struct Dyn 28 (1999) 463-477
16. Wong K.K.F., and Wang Y. Energy-based damage assessment on structured during earthquakes. The Struct Des Tall Build 10 (2001) 135-154
17. Park Y.J., and Ang A.H.S. Mechanistic seismic damage models for reinforced concrete. J Struct Eng 111 4 (1985) 722-739
18. Abrams DP, Shinozuka M. Loss assessment of Memphis buildings. National center for earthquake engineering research project NCEER-97-0018 technical report. 1997
19. Schueremans L, Gemert DV. Evaluating the reliability of structural masonry elements using the response surface technique. In: Proceeding of the 8th international conference on durability of building materials and components. 1999
20. JCSS - Joint Committee on Structural Safety. JCSS probabilistic model code, Internet Publication, http://www.jcss.ethz.ch/JCSSPublications/PMC/PMC.html; 2001
21. Kleijnen J.P.C. Statistical techniques in simulation: Part 1 (1974), Marcel Dekker Inc., New York (NY)
22. Mann N.R., and Schafer R.E. Singpurwalla ND. Methods for statistical analysis of reliability and life data (1974), John Wiley & Sons Inc., New York (NY)
23. Imam R.L., and Conover W.J. Small sample sensitivity analysis techniques for computer models: With an application to risk assessment. Commun Stat 9 17 (1980) 1749-1842
24. Song J., and Ellingwood B.R. Seismic reliability of special moment steel frames with welded connections: II. J Struct Eng 125 4 (1999) 372-384
25. Cornell C.A., Jalayer J., Hamburger O.R., and Foutch D.A. Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines. J Struct Eng 128 4 (2002) 526-533