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Volumn 122, Issue 1, 1996, Pages 61-68

Parameters in bridge restrainer design for seismic retrofit

Author keywords

[No Author keywords available]

Indexed keywords

ABUTMENTS (BRIDGE); BRIDGE PIERS; COLUMNS (STRUCTURAL); COMPUTER SOFTWARE; DUCTILITY; DYNAMIC RESPONSE; EARTHQUAKES; HINGES; JOINTS (STRUCTURAL COMPONENTS); SOILS; STRESSES; STRUCTURAL DESIGN;

EID: 0029734151     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:1(61)     Document Type: Article
Times cited : (52)

References (8)
  • 2
    • 5544290326 scopus 로고
    • Rep., Div. of Struct., Sacramento, Calif.
    • California Department of Transportation (Caltrans). (1990). "Seismic design references." Rep., Div. of Struct., Sacramento, Calif.
    • (1990) Seismic Design References
  • 3
    • 85033837129 scopus 로고
    • Rep., Restrainer Des. Example Update, Sacramento, Calif.
    • California Department of Transportation (Caltrans). (1991). "Seismic design references." Rep., Restrainer Des. Example Update, Sacramento, Calif.
    • (1991) Seismic Design References
  • 6
    • 0024606476 scopus 로고
    • Five-spring element for biaxially bent R/C columns
    • ASCE
    • Saudi, M., Ghusn, G., and Jiang, Y. (1989). "Five-spring element for biaxially bent R/C columns." J. Struct. Engrg., ASCE, 115(2). 398-416.
    • (1989) J. Struct. Engrg. , vol.115 , Issue.2 , pp. 398-416
    • Saudi, M.1    Ghusn, G.2    Jiang, Y.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.