메뉴 건너뛰기




Volumn 11, Issue 4, 2007, Pages 582-606

Design methodology for seismic upgrading of substandard reinforced concrete structures

Author keywords

Displacement based design; Rehabilitation; Retrofit strategy; Seismic upgrading

Indexed keywords

CONCRETE CONSTRUCTION; REINFORCED CONCRETE; RISK ASSESSMENT; SEISMIC RESPONSE;

EID: 34547372411     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460601031573     Document Type: Article
Times cited : (24)

References (19)
  • 1
    • 2342565761 scopus 로고    scopus 로고
    • Strengthening of moment-resisting frame structures against near fault ground motions
    • Alavi, B. and Krawinkler, H. [2004] "Strengthening of moment-resisting frame structures against near fault ground motions," Earthquake Engineering and Structural Dynamics, 33(6), 707-722.
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , Issue.6 , pp. 707-722
    • Alavi, B.1    Krawinkler, H.2
  • 2
    • 0034187213 scopus 로고    scopus 로고
    • Yield Point Spectra for seismic design and rehabilitation
    • Aschheim, M. A. and Black, E. F. [2000] "Yield Point Spectra for seismic design and rehabilitation," Earthquake Spectra (EERI), 16(2), 317-336.
    • (2000) Earthquake Spectra (EERI) , vol.16 , Issue.2 , pp. 317-336
    • Aschheim, M.A.1    Black, E.F.2
  • 3
    • 11144321707 scopus 로고    scopus 로고
    • European seismic hazard scenarios - An approach to the definition of input motions for testing and reliability assessment of civil engineering structures
    • JRC, Ispra, Italy
    • Campos-Costa, A. and Pinto, A. V. [1999] "European seismic hazard scenarios - An approach to the definition of input motions for testing and reliability assessment of civil engineering structures," JRC Special Publication No. X.99.XX, JRC, Ispra, Italy.
    • (1999) JRC Special Publication No. X.99.XX
    • Campos-Costa, A.1    Pinto, A.V.2
  • 5
    • 34547275630 scopus 로고    scopus 로고
    • Eurocode 2 [2003] Design of concrete structures - Part 1-1: General rules and rules for buildings, prEN 1992-1-1: 2003E, CEN European Committee for Standardisation. Brussels.
    • Eurocode 2 [2003] Design of concrete structures - Part 1-1: General rules and rules for buildings, prEN 1992-1-1: 2003E, CEN European Committee for Standardisation. Brussels.
  • 6
    • 34547296261 scopus 로고    scopus 로고
    • Eurocode 8 [2004] Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings, EN 1998-1-2004:E, CEN European Committee for Standardisation. Brussels.
    • Eurocode 8 [2004] Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings, EN 1998-1-2004:E, CEN European Committee for Standardisation. Brussels.
  • 7
    • 0001430832 scopus 로고    scopus 로고
    • A nonlinear analysis method for performance-based seismic design
    • Fajfar, P. P. [2000] "A nonlinear analysis method for performance-based seismic design," Earthquake Spectra (EERI), 16(3), 573-592.
    • (2000) Earthquake Spectra (EERI) , vol.16 , Issue.3 , pp. 573-592
    • Fajfar, P.P.1
  • 9
    • 0001270028 scopus 로고
    • Displacement-based design of RC structures subjected to earthquakes
    • Moehle, J. P. [1992] "Displacement-based design of RC structures subjected to earthquakes," Earthquake Spectra, 8(3), 403-428.
    • (1992) Earthquake Spectra , vol.8 , Issue.3 , pp. 403-428
    • Moehle, J.P.1
  • 11
    • 34547342381 scopus 로고    scopus 로고
    • Selective retrofitting of RC structures in seismic areas,
    • PhD Thesis, Imperial College, London, U.K
    • Pihno, R. [2000] "Selective retrofitting of RC structures in seismic areas," PhD Thesis, Imperial College, London, U.K.
    • (2000)
    • Pihno, R.1
  • 12
    • 11144285075 scopus 로고    scopus 로고
    • Dynamic collapse testing of a full-scale four story RC frame
    • SI.4
    • Pinho, R. and Elnashai, A. S. [2001] "Dynamic collapse testing of a full-scale four story RC frame," ISET Journal of Earthquake Technology, 37(SI.4), 143-163.
    • (2001) ISET Journal of Earthquake Technology , vol.37 , pp. 143-163
    • Pinho, R.1    Elnashai, A.S.2
  • 13
    • 4644274776 scopus 로고    scopus 로고
    • Pseudo-dynamic tests on non-seismic resisting RC frames (bare and selective retrofit frames)
    • 20244EN, JRC, Ispra, Italy
    • Pinto A., Verzeletti G., Molina J., Varum H., Pinho R., and Coehlo E. [2002] "Pseudo-dynamic tests on non-seismic resisting RC frames (bare and selective retrofit frames)," EUR Report 20244EN, JRC, Ispra, Italy.
    • (2002) EUR Report
    • Pinto, A.1    Verzeletti, G.2    Molina, J.3    Varum, H.4    Pinho, R.5    Coehlo, E.6
  • 14
    • 0032299593 scopus 로고    scopus 로고
    • Brief comments on elastic flexibility of reinforced concrete frames and significance to seismic design
    • Priestley, M. J. N. [1998] "Brief comments on elastic flexibility of reinforced concrete frames and significance to seismic design," Bulletin, New Zealand National Society for Earthquake Engineering, 31(4), 246-259.
    • (1998) Bulletin, New Zealand National Society for Earthquake Engineering , vol.31 , Issue.4 , pp. 246-259
    • Priestley, M.J.N.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.