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Volumn 2, Issue 1, 1998, Pages 113-145

Effect of column capacity design on earthquake response of reinforced concrete buildings

Author keywords

Capacity design; Eurocode 8; Nonlinear analysis; Reinforced concrete buildings; Seismic design; Seismic response

Indexed keywords


EID: 0032384703     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469809350316     Document Type: Article
Times cited : (19)

References (18)
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    • (1994) Proc. 10Th Europ. Conf. on Earthq , pp. 947-952
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  • 2
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  • 4
    • 0040410058 scopus 로고
    • UA critical appraisal of the seismic code provisions for capacity design of R/C buildings
    • Moscow
    • Dolce, M. and Evangelista, L. [1990] UA critical appraisal of the seismic code provisions for capacity design of R/C buildings,” Proc. 9th Europ. Conf. on Earthq. Eng., Moscow, 10A, pp. 13-22.
    • (1990) Proc. 9Th Europ. Conf. on Earthq. Eng , vol.10A , pp. 13-22
    • Dolce, M.1    Evangelista, L.2
  • 5
    • 85033896288 scopus 로고    scopus 로고
    • Effect of design and detailing criteria on the response of frame and dual structures
    • Imperial College, London
    • Elnashai, A. S. [1997] “Effect of design and detailing criteria on the response of frame and dual structures,” ESEE Report, Engineering Seismology and Earthquake Engineering Sector, Imperial College, London.
    • (1997) ESEE Report, Engineering Seismology and Earthquake Engineering Sector
    • Elnashai, A.S.1
  • 6
    • 21744459628 scopus 로고    scopus 로고
    • Seismic design and response of bare and masonry-infilled concrete buildings. Part I: Bare structures
    • Fardis, M. N. and Panagiotakos, T. B. [1997] “Seismic design and response of bare and masonry-infilled concrete buildings. Part I: Bare structures,” J. Earthq. Eng. 1(1), 219-256.
    • (1997) J. Earthq. Eng. , vol.1 , Issue.1 , pp. 219-256
    • Fardis, M.N.1    Panagiotakos, T.B.2
  • 7
    • 0000884866 scopus 로고
    • Damage measures and failure criteria for reinforced concrete members
    • Duma, G. (Balkema, Rotterdam
    • Fardis, M. N. [1994] “Damage measures and failure criteria for reinforced concrete members,” Proc. 10th European Conf. on Earthq. Eng., ed. Duma, G. (Balkema, Rotterdam), pp. 1377-1382.
    • (1994) Proc. 10Th European Conf. on Earthq. Eng , pp. 1377-1382
    • Fardis, M.N.1
  • 9
    • 21744450258 scopus 로고    scopus 로고
    • Influence of capacity design method on the seismic response of R/C columns
    • Kappos, A. J. [1997] “Influence of capacity design method on the seismic response of R/C columns,” J. Earthq. Eng. 1(2), 341-399.
    • (1997) J. Earthq. Eng. , vol.1 , Issue.2 , pp. 341-399
    • Kappos, A.J.1
  • 12
    • 0016079582 scopus 로고
    • Inelastic analysis of R/C frame structures
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    • Otani, A.1
  • 14
    • 0022043291 scopus 로고
    • Mechanistic seismic damage model of reinforced concrete
    • Park, Y. J. and Ang, A. H.-S. [1985] “Mechanistic seismic damage model of reinforced concrete,” J. Struct. Eng., ASCE 111, 722-739.
    • (1985) J. Struct. Eng., ASCE , vol.111 , pp. 722-739
    • Park, Y.J.1    Ang, A.H.2
  • 15
    • 0023295940 scopus 로고
    • Damage-limiting aseismic design of buildings
    • Park, Y. J., Ang, A. H.-S. and Wen, Y. K. [1987] “Damage-limiting aseismic design of buildings,” Earthquake Spectra 3(1), 1-25.
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    • Park, Y.J.1    Ang, A.H.2    Wen, Y.K.3
  • 17
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    • Towards a capacity design assessemnt procedure for reinforced concrete frames
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    • Priestley, M.J.N.1    Calvi, G.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.