메뉴 건너뛰기




Volumn 42, Issue 1, 2013, Pages 43-60

A web-based methodology for the prediction of approximate IDA curves

Author keywords

Incremental dynamic analysis; Performance based earthquake engineering; RC frame; Simplified nonlinear method; Static pushover

Indexed keywords

DATABASE SYSTEMS; WEBSITES;

EID: 84870865031     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.2192     Document Type: Article
Times cited : (35)

References (25)
  • 2
    • 33745895329 scopus 로고    scopus 로고
    • Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA
    • Vamvatsikos D, Cornell CA. Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA. Earthquake Engineering and Structural Dynamics 2006; 35(9): 1097-1117.
    • (2006) Earthquake Engineering and Structural Dynamics , vol.35 , Issue.9 , pp. 1097-1117
    • Vamvatsikos, D.1    Cornell, C.A.2
  • 3
    • 33751508384 scopus 로고    scopus 로고
    • Approximate incremental dynamic analysis using the modal pushover analysis procedure
    • Han SW, Chopra AK. Approximate incremental dynamic analysis using the modal pushover analysis procedure. Earthquake Engineering and Structural Dynamics 2006; 35(15): 1853-1873.
    • (2006) Earthquake Engineering and Structural Dynamics , vol.35 , Issue.15 , pp. 1853-1873
    • Han, S.W.1    Chopra, A.K.2
  • 4
    • 0036498291 scopus 로고    scopus 로고
    • A modal pushover analysis procedure for estimating seismic demands for buildings
    • Chopra AK, Goel RK. A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering and Structural Dynamics 2002; 31(3): 561-582.
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , Issue.3 , pp. 561-582
    • Chopra, A.K.1    Goel, R.K.2
  • 5
    • 10444228282 scopus 로고    scopus 로고
    • Simplified non-linear seismic analysis of infilled concrete frames
    • Dolšek M, Fajfar P. Simplified non-linear seismic analysis of infilled concrete frames. Earthquake Engineering and Structural Dynamics 2005; 34(1): 49-66.
    • (2005) Earthquake Engineering and Structural Dynamics , vol.34 , Issue.1 , pp. 49-66
    • Dolšek, M.1    Fajfar, P.2
  • 6
    • 0001430832 scopus 로고    scopus 로고
    • A nonlinear analysis method for performance-based seismic design
    • Fajfar P. A nonlinear analysis method for performance-based seismic design. Earthquake Spectra 2000; 16(3): 573-592.
    • (2000) Earthquake Spectra , vol.16 , Issue.3 , pp. 573-592
    • Fajfar, P.1
  • 7
    • 34247475833 scopus 로고    scopus 로고
    • Probabilistic fragility analysis parameterized by fundamental response quantities
    • Jeong S-H, Elnashai AS. Probabilistic fragility analysis parameterized by fundamental response quantities. Engineering Structures 2007; 29(6): 1238-1251.
    • (2007) Engineering Structures , vol.29 , Issue.6 , pp. 1238-1251
    • Jeong, S.-H.1    Elnashai, A.S.2
  • 10
    • 77958466191 scopus 로고    scopus 로고
    • Enhanced displacement coefficient method for degrading multi-degree-of-freedom systems
    • Erduran E, Kunnath SK. Enhanced displacement coefficient method for degrading multi-degree-of-freedom systems. Earthquake Spectra 2010; 26(2): 311-326.
    • (2010) Earthquake Spectra , vol.26 , Issue.2 , pp. 311-326
    • Erduran, E.1    Kunnath, S.K.2
  • 11
    • 0034298759 scopus 로고    scopus 로고
    • Inelastic displacement ratios for structures on firm sites
    • Miranda E. Inelastic displacement ratios for structures on firm sites. Journal of Structural Engineering 2000; 126(10): 1150-1159.
    • (2000) Journal of Structural Engineering , vol.126 , Issue.10 , pp. 1150-1159
    • Miranda, E.1
  • 12
    • 34247252430 scopus 로고    scopus 로고
    • Construction informatics in European research: topics and agendas
    • Turk Ž. Construction informatics in European research: topics and agendas. Journal of Computing in Civil Engineering 2007; 21(3): 211-219.
    • (2007) Journal of Computing in Civil Engineering , vol.21 , Issue.3 , pp. 211-219
    • Turk, Z.1
  • 13
    • 29644444675 scopus 로고    scopus 로고
    • OpenSees. Pacific Earthquake Engineering Research Center: Berkeley, California, (last accessed August 2011).
    • OpenSees. Open System for Earthquake Engineering Simulation. Pacific Earthquake Engineering Research Center: Berkeley, California, 2011 http://opensees.berkeley.edu/ (last accessed August 2011).
    • (2011) Open System for Earthquake Engineering Simulation
  • 14
    • 84870954850 scopus 로고    scopus 로고
    • Mathpages. Boolean Expansion as Linear Interpolation, Available from:
    • Mathpages. Boolean Expansion as Linear Interpolation, 2008. (Available from: http://www.mathpages.com/home/kmath089.htm)
    • (2008)
  • 16
    • 84870924915 scopus 로고    scopus 로고
    • A toolbox and web application for the seismic performance assessment of Buildings
    • Dolšek (ed.). Springer: New York, Available from:
    • Dolšek M, Klinc R, Dolenc M, Brozovič M, Peruš I. A toolbox and web application for the seismic performance assessment of Buildings. Protection of Built Environment Against Earthquakes, Dolšek (ed.). Springer: New York, 2011; 233-257. (Available from: http://www.springer.com/earth+sciences+and+geography/environmental+science+%26+engineering/book/978-94-007-1447-2)
    • (2011) Protection of Built Environment Against Earthquakes , pp. 233-257
    • Dolšek, M.1    Klinc, R.2    Dolenc, M.3    Brozovič, M.4    Peruš, I.5
  • 17
    • 84870874703 scopus 로고    scopus 로고
    • Fardis MN (ed.). Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions. ECOEST/PREC 8 Rep. No. 6, LNEC, Lisbon
    • Fardis MN (ed.). Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions. ECOEST/PREC 8 Rep. No. 6, LNEC, Lisbon, 1996.
    • (1996)
  • 19
    • 78650076244 scopus 로고    scopus 로고
    • Development of computing environment for the seismic performance assessment of reinforced concrete frames by using simplified nonlinear models
    • Dolsek M. Development of computing environment for the seismic performance assessment of reinforced concrete frames by using simplified nonlinear models. Bulletin of Earthquake Engineering 2010; 8(6): 1309-1329.
    • (2010) Bulletin of Earthquake Engineering , vol.8 , Issue.6 , pp. 1309-1329
    • Dolsek, M.1
  • 20
    • 33748654189 scopus 로고    scopus 로고
    • Flexural deformation capacity of rectangular RC columns determined by the CAE method
    • Peruš I, Poljanšek K, Fajfar P. Flexural deformation capacity of rectangular RC columns determined by the CAE method. Earthquake Engineering and Structural Dynamics 2006; 35(9): 1453-1470.
    • (2006) Earthquake Engineering and Structural Dynamics , vol.35 , Issue.9 , pp. 1453-1470
    • Peruš, I.1    Poljanšek, K.2    Fajfar, P.3
  • 22
    • 0032040715 scopus 로고    scopus 로고
    • Pros and cons of a pushover analysis of seismic performance evaluation
    • Krawinkler H, Seneviratna GDPK. Pros and cons of a pushover analysis of seismic performance evaluation. Engineering Structures 1998; 20(4-6): 452-464.
    • (1998) Engineering Structures , vol.20 , Issue.4-6 , pp. 452-464
    • Krawinkler, H.1    Seneviratna, G.D.P.K.2
  • 23
    • 79955512494 scopus 로고    scopus 로고
    • Three-dimensional modal pushover analysis of buildings subjected to two components of ground motion, including its evaluation for tall buildings
    • Reyes CJ, Chopra AK. Three-dimensional modal pushover analysis of buildings subjected to two components of ground motion, including its evaluation for tall buildings. Earthquake Engineering and Structural Dynamics 2011; 40: 789-806.
    • (2011) Earthquake Engineering and Structural Dynamics , vol.40 , pp. 789-806
    • Reyes, C.J.1    Chopra, A.K.2
  • 24
    • 80054951976 scopus 로고    scopus 로고
    • The extended N2 method taking into account higher mode effects in elevation
    • Kreslin M, Fajfar P. The extended N2 method taking into account higher mode effects in elevation. Earthquake Engineering and Structural Dynamics 2011; 40: 1571-1589.
    • (2011) Earthquake Engineering and Structural Dynamics , vol.40 , pp. 1571-1589
    • Kreslin, M.1    Fajfar, P.2
  • 25
    • 79956142937 scopus 로고    scopus 로고
    • The applicability of the N2 method to the estimation of torsional effects in asymmetric base-isolated buildings
    • Koren D, Kilar V. The applicability of the N2 method to the estimation of torsional effects in asymmetric base-isolated buildings. Earthquake Engineering and Structural Dynamics 2011; 40: 867-886.
    • (2011) Earthquake Engineering and Structural Dynamics , vol.40 , pp. 867-886
    • Koren, D.1    Kilar, V.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.