메뉴 건너뛰기




Volumn 35, Issue 15, 2006, Pages 1853-1873

Approximate incremental dynamic analysis using the modal pushover analysis procedure

Author keywords

Incremental dynamic analysis; Modal pushover analysis; Performance based earhquake engineering

Indexed keywords

DIMENSIONAL STABILITY; DYNAMIC RESPONSE; EARTHQUAKE EFFECTS; ELASTICITY; VIBRATIONS (MECHANICAL);

EID: 33751508384     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.605     Document Type: Article
Times cited : (160)

References (16)
  • 2
    • 15944368639 scopus 로고    scopus 로고
    • Direct estimation of seismic demand and capacity of multi-degree of freedom systems through incremental dynamic analysis of single degree of freedom approximation
    • Vamvatisikos D, Cornell CA. Direct estimation of seismic demand and capacity of multi-degree of freedom systems through incremental dynamic analysis of single degree of freedom approximation. Journal of Structural Engineering (ASCE) 2005; 131(4):589-599.
    • (2005) Journal of Structural Engineering (ASCE) , vol.131 , Issue.4 , pp. 589-599
    • Vamvatisikos, D.1    Cornell, C.A.2
  • 3
    • 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; 31:561-582.
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , pp. 561-582
    • Chopra, A.K.1    Goel, R.K.2
  • 4
    • 3042587106 scopus 로고    scopus 로고
    • A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings
    • Chopra AK, Goel RK. A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings. Earthquake Engineering and Structural Dynamics 2004; 33(8):903-928.
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , Issue.8 , pp. 903-928
    • Chopra, A.K.1    Goel, R.K.2
  • 5
    • 2942672723 scopus 로고    scopus 로고
    • Applied incremental dynamic analysis
    • Vamvatisikos D, Cornell CA. Applied incremental dynamic analysis. Earthquake Spectra 2004; 20(2):523-533.
    • (2004) Earthquake Spectra , vol.20 , Issue.2 , pp. 523-533
    • Vamvatisikos, D.1    Cornell, C.A.2
  • 8
    • 1842788696 scopus 로고    scopus 로고
    • Evaluation of modal and FEMA pushover analyses: SAC buildings
    • Goel RK, Chopra AK. Evaluation of modal and FEMA pushover analyses: SAC buildings. Earthquake Spectra 2004; 20(1):225-254.
    • (2004) Earthquake Spectra , vol.20 , Issue.1 , pp. 225-254
    • Goel, R.K.1    Chopra, A.K.2
  • 9
    • 1842687912 scopus 로고    scopus 로고
    • Comparative evaluation of FEMA and modal pushover analyses: Vertically regular and irregular generic frames
    • Chopra AK, Chintanapakdee C. Comparative evaluation of FEMA and modal pushover analyses: vertically regular and irregular generic frames. Earthquake Spectra 2004; 20(1):255-271.
    • (2004) Earthquake Spectra , vol.20 , Issue.1 , pp. 255-271
    • Chopra, A.K.1    Chintanapakdee, C.2
  • 10
    • 13944272962 scopus 로고    scopus 로고
    • Seismic response of vertically irregular frames: Response history and modal pushover analyses
    • Chintanapakdee C, Chopra AK. Seismic response of vertically irregular frames: response history and modal pushover analyses. Journal of Structural Engineering (ASCE) 2004; 130(8):1177-1185.
    • (2004) Journal of Structural Engineering (ASCE) , vol.130 , Issue.8 , pp. 1177-1185
    • Chintanapakdee, C.1    Chopra, A.K.2
  • 11
    • 0003925406 scopus 로고    scopus 로고
    • Seismic demands for performance evaluation of steel moment resisting frame structures (SAC Task 5.4.3)
    • Report No. 132, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA
    • Gupta A, Krawinkler H. Seismic demands for performance evaluation of steel moment resisting frame structures (SAC Task 5.4.3). Report No. 132, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA, 1999.
    • (1999)
    • Gupta, A.1    Krawinkler, H.2
  • 12
    • 0004075744 scopus 로고    scopus 로고
    • Experimental investigation of beam-column subassemblies
    • SAC. Report No. SAC/BD 96/01, SAC Joint Venture, Richmond, CA
    • SAC. Experimental investigation of beam-column subassemblies. Report No. SAC/BD 96/01, SAC Joint Venture, Richmond, CA, 1996.
    • (1996)
  • 13
    • 20544438758 scopus 로고    scopus 로고
    • Global collapse of frame structures under seismic excitations
    • Ph.D. Thesis, Department of Civil Engineering, Stanford University, Stanford, CA
    • Ibarra LF. Global collapse of frame structures under seismic excitations. Ph.D. Thesis, Department of Civil Engineering, Stanford University, Stanford, CA, 2003.
    • (2003)
    • Ibarra, L.F.1
  • 14
    • 0004159384 scopus 로고    scopus 로고
    • Recommended Seismic Design Criteria for New Steel Moment Frame Buildings
    • Federal Emergency Management Agency. Washington, DC
    • Federal Emergency Management Agency. Recommended Seismic Design Criteria for New Steel Moment Frame Buildings. Washington, DC, 2000.
    • (2000)
  • 16
    • 10444228282 scopus 로고    scopus 로고
    • Simplified non-linear seismic analysis of infilled concrete frames
    • Dolsek 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
    • Dolsek, M.1    Fajfar, P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.