Fragility functions for code complying RC frames via best correlated IM–EDP pairs
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Arias A (1970) A measure of earthquake intensity. In: Hansen RJ (ed) Seismic design for nuclear power plants. MIT Press, Cambridge, pp 438–483
Baker JW, Cornell CA (2005) A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon. Earthq Eng Struct Dyn 34:1193–1217
Buratti N, Stafford PJ, Bommer JJ (2011) Earthquake accelerogram selection and scaling procedures for estimating the distribution of drift response. J Struct Eng 137:345–357. doi: 10.1061/(ASCE)ST.1943-541X.0000217
Cornell CA (2004) Hazard, ground motions and probabilistic assessments. In: Proceedings of international workshop on performance-based seismic design concepts and implementation, Bled
Cornell CA, Jalayer F, Hamburger RO, Foutch DA (2002) Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines. J Struct Eng 128(4):526–533. doi: 10.1061/(ASCE)0733-9445(2002)128:4(526)
Deierlein GG (2004) Overview of a comprehensive framework for earthquake performance assessment. In: Proceedings of international workshop on performance-based seismic design concepts and implementation, Bled
Erdik M, Sesetyan K, Demircioglu MB, Hancilar U, Zulfikar C (2011) Rapid earthquake loss assessment after damaging earthquakes. Soil Dyn Earthq Eng 31:247–266. doi: 10.1016/j.soildyn.2010.03.009
FEMA (1999) User and technical manuals. Federal Emergency Management Agency, Washington, HAZUS 99
FEMA 303, NEHRP (1997) Recommended provisions for seismic regulations for new buildings and other structures. Building Seismic Safety Council for the Federal Emergency Management Agency, Washington
Filippou FC, Fenves GL (2004) Methods of analysis for earthquake-resistant structures. In: Bozorgnia Y, Bertero VV (eds) Earthquake Engineering from Engineering Seismology to Performance-Based Engineering. CRS Press, Boca Raton
Hancilar U, Tuzun C, Yenidogan C, Erdik M (2010) ELER software—a new tool for urban earthquake loss assessment. Nat Hazards Earth Syst Sci 10:2677–2696. doi: 10.5194/nhess-10-2677-2010
Hancock J (2006) The influence of duration and the selection and scaling of accelerograms in engineering design and assessment. PhD dissertation, Imperial College
Haselton CB, Goulet CA, Reiser JM, Beck JL, Deierlein GG, Porter KA, Stewart JP, Taciroglu E (2008) An assessment to benchmark the seismic performance of a code-conforming reinforced concrete moment-frame building. PEER report, 2007/12, Pacific Earthquake Engineering Research Center of University of California, Berkeley
Housner GW (1970) Strong ground motion. In: Wiegel RL (ed) Earthquake engineering. Prentice-Hall, Upper Saddle River
Jamei MM, Eslahchi MR, Dehghan M (2005) On numerical improvement of Gauss–Radau quadrature rules. Appl Math Comput 168(1):51–64
Kircher CA, Nassar AA, Kustu O, Holmes WT (1997) Development of building damage functions for earthquake loss estimation. Earthq Spectra 13(4):663–682. doi: 10.1193/1.1585974
Krawinkler H, Zareian F, Medina R, Ibarra L (2004) Contrasting performance-based design with performance assessment. In: Proceedings of international workshop on performance-based seismic design concepts and implementation, Bled
Kurama YC, Farrow KT (2003) Ground motion scaling methods for different site conditions and structure characteristics. Earthq Eng Struct Dyn 32:2425–2450
Luco N (2002) Probabilistic seismic demand analysis, SMFR connection fractures and near-source effect. PhD dissertation, Stanford University
Luco N, Cornell CA (1998) Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions. Earthq Spectra 23:357
Malhotra PK (1999) Response of buildings to near-field pulse-like ground motions. Earthq Eng Struct Dyn 28(11):1309–1326
Mander JB, Priestley MJN, Park R (1989) Theoretical stress–strain model for confined concrete. J Struct Eng 114(8):1804–1826
Menegotto M, Pinto PE (1973) Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending. In: Proceedings of symposium on the resistance and ultimate deformability of structures acted on by well defined repeated loads. International Association for Bridge and Structural Engineering, Zurich, pp 15–22
Miranda E, Aslani H, Taghavi S (2004) Assessment of seismic performance in terms of economic losses. In: Proceedings of international workshop on performance-based seismic design concepts and implementation, Bled
Moehle J, Deierlein GG (2004) A framework methodology for performance-based earthquake engineering. In: Proceedings of the 13th world conference on earthquake engineering, Vancouver
Onem G (2008) Evaluation of practice-oriented nonlinear analysis methods for seismic performance assessment. PhD dissertation, Bogazici University, Istanbul
Priestley MJN, Calvi GM, Kowalsky MJ (2007) Displacement-based seismic design of structures. IUSS Press, Pavia
Scott MH, Fenves GL (2006) Plastic hinge integration methods for force-based beam-column elements. J Struct Eng 132(2):244–252. doi: 10.1061/(ASCE)0733-9445(2006)132:2(244)
Shinozuka M, Feng MQ, Lee J, Naganuma T (2000) Statistical analysis of fragility curves. J Eng Mech (ASCE) 126(12):1224–1231
Shome N, Cornell CA, Bazzurro P, Carballo JE (1998) Earthquakes, records and nonlinear responses. Earthq Spectra 14(3):469–500
The MathWorks Inc. (2008) MATLAB v7.7.0, the language of technical computing
Turkish Seismic Code (2007) Specification for buildings to be built in seismic areas. Ministry of Public Works and Settlement, Ankara (in Turkish)
Wen YK (2004) Probabilistic aspects of earthquake engineering. In: Bozorgnia Y, Bertero VV (eds) Earthquake engineering from engineering seismology to performance-based engineering. CRS Press, Boca Raton