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Volumn 34, Issue 246, 2002, Pages 117-125

Full-scale tests on rectangular hollow bridge piers

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; COLUMNS (STRUCTURAL); DUCTILITY; DYNAMIC LOADS; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; MECHANICAL TESTING; RAILROAD PLANT AND STRUCTURES; REINFORCEMENT; SHEAR STRESS;

EID: 0036493246     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1007/bf02482111     Document Type: Article
Times cited : (60)

References (27)
  • 19
    • 0003763143 scopus 로고
    • Seismic design of bridge piers
    • PhD Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand
    • (1983)
    • Mander, J.B.1
  • 23
    • 0005967601 scopus 로고    scopus 로고
    • ACI Committee 318:1995, Building code requirement for reinforced concrete, ACI, Detroit
  • 27
    • 0004163883 scopus 로고
    • Deformability of concrete columns
    • Project Report under Contract No. 59Q122, California Department of Transportation, Division of Structures, Sacramento, Calif.
    • (1992)
    • Aschheim, M.1    Moehle, J.P.2    Werner, S.D.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.