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Volumn 59, Issue 3, 2007, Pages 189-198

Seismic performance of lap-spliced columns with glass FRP

Author keywords

[No Author keywords available]

Indexed keywords

PRE-SEISMIC CODES; RETROFIT DESIGN METHODS; SPLICED COLUMNS;

EID: 34147093819     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2007.59.3.189     Document Type: Article
Times cited : (18)

References (12)
  • 1
    • 34147095394 scopus 로고    scopus 로고
    • Korea Institute of Construction Technology, Gyeonggi-Do
    • KOREA INSTITUTE OF CONSTRUCTION TECHNOLOGY
    • KOREA INSTITUTE OF CONSTRUCTION TECHNOLOGY. Korea Bridge Management Report, Korea Institute of Construction Technology, Gyeonggi-Do, 2001.
    • (2001) Korea Bridge Management Report
  • 2
    • 32144456217 scopus 로고    scopus 로고
    • Seismic performance assessment of reinforced concrete bridge piers with lap splices
    • 6
    • KIM T. H., KIM B. S., CHUNG Y. S. and SHIN H. M. Seismic performance assessment of reinforced concrete bridge piers with lap splices. Engineering Structures, 2006, 28, Vol. 6, 935-945.
    • (2006) Engineering Structures , vol.28 , pp. 935-945
    • KIM, T.H.1    KIM, B.S.2    CHUNG, Y.S.3    SHIN, H.M.4
  • 3
    • 0026218806 scopus 로고
    • Seismic retrofit of circular columns for enhanced flexural performance
    • CHAI Y. K., PRIESTLEY M. J. N. and SEIBLE F. Seismic retrofit of circular columns for enhanced flexural performance. ACI Structural Journal, 1991, 88, No. 5, 572-584.
    • (1991) ACI Structural Journal , vol.88 , Issue.5 , pp. 572-584
    • CHAI, Y.K.1    PRIESTLEY, M.J.N.2    SEIBLE, F.3
  • 4
    • 0038617778 scopus 로고
    • Effect of carbon fiber reinforcement as a strengthening measure for reinforced concrete bridge piers
    • Public Works Institute, Ministry of Construction, Tsukuba, Japan
    • MATSUDA T., FUJIWARA H. and HIGASHIDA N. Effect of carbon fiber reinforcement as a strengthening measure for reinforced concrete bridge piers. In Proceedings of 1st US-Japan Workshop on Seismic Retrofit of Bridges. Public Works Institute, Ministry of Construction, Tsukuba, Japan, 1990, pp. 356-374.
    • (1990) Proceedings of 1st US-Japan Workshop on Seismic Retrofit of Bridges , pp. 356-374
    • MATSUDA, T.1    FUJIWARA, H.2    HIGASHIDA, N.3
  • 6
    • 0030285619 scopus 로고    scopus 로고
    • Seismic strengthening of circular bridge pier models with fibre composites
    • SAADATMANESH H., EHSANI M. R. and JIN L., Seismic strengthening of circular bridge pier models with fibre composites. ACI Structural Journal, 1996, 13, No. 2, 639-647
    • (1996) ACI Structural Journal , vol.13 , Issue.2 , pp. 639-647
    • SAADATMANESH, H.1    EHSANI, M.R.2    JIN, L.3
  • 7
    • 0034022576 scopus 로고    scopus 로고
    • Seismic evaluation and retrofit with steel jackets of reinforced concrete bridge piers detailed with lap-splices
    • DAUDEY X. and FILIATRAULT A. Seismic evaluation and retrofit with steel jackets of reinforced concrete bridge piers detailed with lap-splices. Canadian Journal of Civil Engineering, 2000, 27, No. 1, 1-16.
    • (2000) Canadian Journal of Civil Engineering , vol.27 , Issue.1 , pp. 1-16
    • DAUDEY, X.1    FILIATRAULT, A.2
  • 8
    • 0031257717 scopus 로고    scopus 로고
    • Seismic retrofit of RC circular columns using prefabricated composite jacketing
    • XIAO Y. and MA R. Seismic retrofit of RC circular columns using prefabricated composite jacketing. Journal of Structural Engineering, ASCE, 1997, 123, No. 10, 1357-1364.
    • (1997) Journal of Structural Engineering, ASCE , vol.123 , Issue.10 , pp. 1357-1364
    • XIAO, Y.1    MA, R.2
  • 9
    • 0033734167 scopus 로고    scopus 로고
    • Full-scale testing of a parking structure column retrofitted with carbon fiber reinforced composites
    • MA R., XIAO Y. and LI K. N. Full-scale testing of a parking structure column retrofitted with carbon fiber reinforced composites. Construction and Building Materials, 2000, 14, No. 1, 63-71.
    • (2000) Construction and Building Materials , vol.14 , Issue.1 , pp. 63-71
    • MA, R.1    XIAO, Y.2    LI, K.N.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.