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Volumn 13, Issue 2, 1997, Pages 281-304

Seismic retrofitting of rectangular bridge columns with composite straps

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE; COLUMN; CYCLIC LOADING; DUCTILITY; POLYMER; REINFORCEMENT; SEISMIC DESIGN; SEISMIC RESPONSE; SEISMIC RETROFIT;

EID: 0031140519     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1585946     Document Type: Article
Times cited : (54)

References (5)
  • 2
    • 0000042663 scopus 로고
    • A Study with Carbon Fiber for Earthquake-Resistant Capacity of Existing Reinforced Concrete Column
    • Tokyo, Japan, August
    • Katsumata, H., et al., "A Study with Carbon Fiber for Earthquake-Resistant Capacity of Existing Reinforced Concrete Column," Proceedings of the 9th Conference on Earthquake Engineering, Tokyo, Japan, Vol. 7, August 1988, pp. 517-522.
    • (1988) Proceedings of the 9th Conference on Earthquake Engineering , vol.7 , pp. 517-522
    • Katsumata, H.1
  • 3
    • 0027702385 scopus 로고
    • Proof Test of a Retrofit Concept for the San Francisco Double-Deck Viaducts - Part 2: Test Details and Results
    • November-December
    • Priestly, M.J.N., Seible, F., and Anderson, Proof Test of a Retrofit Concept for the San Francisco Double-Deck Viaducts - Part 2: Test Details and Results," ACI Structural Journal, Vol. 90, No. 5, November-December 1993, pp. 616-631.
    • (1993) ACI Structural Journal , vol.90 , Issue.5 , pp. 616-631
    • Priestly, M.J.N.1    Seible, F.2    Anderson3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.