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Volumn , Issue , 2000, Pages

Dynamical analysis of highway bridge decks with transition slabs

Author keywords

Bridge structural dynamics; Embankment settlement; Highway bridge decks; Moving vehicles; Transition slabs

Indexed keywords

BRIDGE SUPERSTRUCTURE; CONCRETE HIGHWAY BRIDGES; DISPLACEMENTS AND STRESS; EMBANKMENT SETTLEMENT; FINITE-ELEMENT REPRESENTATION; MOVING VEHICLES; SCIENTIFIC COMMUNITY; TRANSITION SLABS;

EID: 84893405132     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (1)

References (10)
  • 3
    • 0026868220 scopus 로고
    • Cable-stayed bridge vibrations due to road surface roughness
    • Wang, T. L. and Huang, D., Cable-Stayed Bridge Vibrations due to Road Surface Roughness, ASCE, J. Struc. Engr., Vol. 118, n. 5, pp.1354-1374, (1992).
    • (1992) ASCE, J. Struc. Engr. , vol.118 , Issue.5 , pp. 1354-1374
    • Wang, T.L.1    Huang, D.2
  • 7
    • 84893349869 scopus 로고    scopus 로고
    • Parametric study of highway bridge decks with irregular pavement surface, VI PACAM, pan American congress of applied mechanics and VIII DINAME
    • Silva, J.G.S.; Roehl, J.L., Parametric Study of Highway Bridge Decks with Irregular Pavement Surface, VI PACAM, Pan American Congress of Applied Mechanics and VIII DINAME, International Conference on Dynamic Problems in Mechanics, (1999).
    • (1999) International Conference on Dynamic Problems in Mechanics
    • Silva, J.G.S.1    Roehl, J.L.2
  • 9
    • 84893359086 scopus 로고    scopus 로고
    • Analysis of highway bridge decks with irregular pavement surface using a full probabilistic formulation, ECCM 99
    • Silva, J.G.S.; Roehl, J.L., Analysis of Highway Bridge Decks with Irregular Pavement Surface Using a Full Probabilistic Formulation, ECCM 99, European Congress on Computational Mechanics, (1999).
    • (1999) European Congress on Computational Mechanics
    • Silva, J.G.S.1    Roehl, J.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.