메뉴 건너뛰기




Volumn 5, Issue 3, 2007, Pages 377-390

An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action

Author keywords

ACSM; Adaptive; Bridges; Capacity spectrum method; Displacement based pushover; Seismic assessment

Indexed keywords

ADAPTIVE SYSTEMS; SEISMIC RESPONSE; SPECTRUM ANALYSIS;

EID: 34547217008     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-007-9031-8     Document Type: Article
Times cited : (125)

References (26)
  • 1
    • 4944250380 scopus 로고    scopus 로고
    • Development and verification of a displacement-based adaptive pushover procedure
    • Antoniou S, Pinho R (2004) Development and verification of a displacement-based adaptive pushover procedure. J Earthquake Eng 8(5):643-661
    • (2004) J Earthquake Eng , vol.8 , Issue.5 , pp. 643-661
    • Antoniou, S.1    Pinho, R.2
  • 2
    • 34547167046 scopus 로고    scopus 로고
    • Applied Technology Council (1996) Seismic evaluation and retrofit of concrete buildings, ATC-40 Report, 1 and 2, ATC, California, USA
    • Applied Technology Council (1996) Seismic evaluation and retrofit of concrete buildings, ATC-40 Report, Vol 1 and 2, ATC, California, USA
  • 3
    • 0033244855 scopus 로고    scopus 로고
    • The effective duration of earthquake ground motion
    • Bommer JJ, Martinez-Pereira A (1999) The effective duration of earthquake ground motion. J Earthquake Eng 3(2): 127-172
    • (1999) J Earthquake Eng , vol.3 , Issue.2 , pp. 127-172
    • Bommer, J.J.1    Martinez-Pereira, A.2
  • 4
    • 34547214847 scopus 로고    scopus 로고
    • Adaptive pushover based methods for seismic assessment and design of bridge structures
    • No. 2005/06, IUSS Press, Pavia, Italy
    • Casarotti C, Pinho R, Calvi GM (2005) Adaptive pushover based methods for seismic assessment and design of bridge structures. ROSE Research Report No. 2005/06, IUSS Press, Pavia, Italy
    • (2005) ROSE Research Report
    • Casarotti, C.1    Pinho, R.2    Calvi, G.M.3
  • 5
    • 0042328489 scopus 로고    scopus 로고
    • Capacity-Demand-Diagram methods based on inelastic design spectrum
    • Chopra AK, Goel RK (1999) Capacity-Demand-Diagram methods based on inelastic design spectrum. Earthquake Spectra 15(4):637-656
    • (1999) Earthquake Spectra , vol.15 , Issue.4 , pp. 637-656
    • Chopra, A.K.1    Goel, R.K.2
  • 6
    • 0034172244 scopus 로고    scopus 로고
    • Evaluation of NSP to estimate seismic deformation: SDF systems
    • April
    • Chopra AK, Goel RK (2000) Evaluation of NSP to estimate seismic deformation: SDF systems. ASCE J Struct Eng April 2000, 482-490
    • (2000) ASCE J Struct Eng , vol.2000 , pp. 482-490
    • Chopra, A.K.1    Goel, R.K.2
  • 7
    • 0036498291 scopus 로고    scopus 로고
    • A modal pushover analysis procedure for estimating seismic demands for buildings
    • Chopra AK, Goel RK (2002) A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Eng Struct Dyn 31:561-582
    • (2002) Earthquake Eng Struct Dyn , vol.31 , pp. 561-582
    • Chopra, A.K.1    Goel, R.K.2
  • 8
    • 0035390501 scopus 로고    scopus 로고
    • Advanced inelastic static (pushover) analysis for earthquake applications
    • Elnashai AS (2001) Advanced inelastic static (pushover) analysis for earthquake applications. Struct Eng Mech 12(l):51-69
    • (2001) Struct Eng Mech , vol.12 , Issue.L , pp. 51-69
    • Elnashai, A.S.1
  • 9
    • 0032869823 scopus 로고    scopus 로고
    • Capacity spectrum method based on inelastic demand spectra
    • Fajfar P (1999) Capacity spectrum method based on inelastic demand spectra. Earthquake Eng Struct Dyn 28:979-993
    • (1999) Earthquake Eng Struct Dyn , vol.28 , pp. 979-993
    • Fajfar, P.1
  • 14
    • 34547187143 scopus 로고    scopus 로고
    • Evaluation of bridge abutment capacity
    • Goel RK, Chopra AK (1997) Evaluation of bridge abutment capacity. Earthquake Spectra 13(1):225254
    • (1997) Earthquake Spectra , vol.13 , Issue.1 , pp. 225254
    • Goel, R.K.1    Chopra, A.K.2
  • 15
    • 0042328489 scopus 로고    scopus 로고
    • Capacity-Demand-Diagram methods based on inelastic design spectrum
    • Chopra AK, Goel RK (1999) Capacity-Demand-Diagram methods based on inelastic design spectrum. Earthquake Spectra 15(4):637-656
    • (1999) Earthquake Spectra , vol.15 , Issue.4 , pp. 637-656
    • Chopra, A.K.1    Goel, R.K.2
  • 16
    • 29644436243 scopus 로고    scopus 로고
    • Isakovic T, Fischinger M (2006) Higher modes in simpli ed inelastic seismic analysis of single column bent viaducts. Earthquake Eng Struct Dyn 35:95-114
    • Isakovic T, Fischinger M (2006) Higher modes in simpli ed inelastic seismic analysis of single column bent viaducts. Earthquake Eng Struct Dyn 35:95-114
  • 17
    • 0034250492 scopus 로고    scopus 로고
    • Deformation limit states for circular reinforced concrete bridge columns
    • Kowalsky MJ (2000) Deformation limit states for circular reinforced concrete bridge columns. J Struct Eng 126(8):869-878
    • (2000) J Struct Eng , vol.126 , Issue.8 , pp. 869-878
    • Kowalsky, M.J.1
  • 18
    • 0024065683 scopus 로고
    • Theoretical stress-strain model for confined concrete
    • Mander JB, Priestley MJN, Park R (1988) Theoretical stress-strain model for confined concrete. J Struct Eng 114(8): 1804-1826
    • (1988) J Struct Eng , vol.114 , Issue.8 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 19
    • 0002552541 scopus 로고
    • Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending
    • International Association for Bridge and Structural Engineering, Zurich, Switzerland, pp
    • Menegotto M, Pinto PE (1973) Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending. Symposium on the resistance and ultimate deformability of structures acted on by well defined repeated loads, International Association for Bridge and Structural Engineering, Zurich, Switzerland, pp 15-22
    • (1973) Symposium on the resistance and ultimate deformability of structures acted on by well defined repeated loads , pp. 15-22
    • Menegotto, M.1    Pinto, P.E.2
  • 24
    • 34547161950 scopus 로고    scopus 로고
    • SAC Joint Venture (1997) Develop suites of time histories, Project Task: 5.4.1, Draft Report, March 21,1997, Sacramento, CA, USA
    • SAC Joint Venture (1997) Develop suites of time histories, Project Task: 5.4.1, Draft Report, March 21,1997, Sacramento, CA, USA
  • 26
    • 0001126599 scopus 로고
    • Reinforced concrete response to simulated earthquakes
    • Takeda T, Sozen M, Nielsen N (1970) Reinforced concrete response to simulated earthquakes. ASCE J Struct Div 96(12):2557-2573
    • (1970) ASCE J Struct Div , vol.96 , Issue.12 , pp. 2557-2573
    • Takeda, T.1    Sozen, M.2    Nielsen, N.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.