메뉴 건너뛰기




Volumn 46, Issue 2, 2000, Pages 287-311

Spatial vibrations of a multi-span railway steel bridge under a train moving at high speed

Author keywords

[No Author keywords available]

Indexed keywords

FLEXURAL-TORSIONAL VIBRATIONS; MUTLI-SPAN BRIDGES; SPATIAL VIBRATIONS;

EID: 0004052803     PISSN: 12302945     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Conference Paper
Times cited : (6)

References (7)
  • 2
    • 0025521235 scopus 로고
    • Dynamic response of single span beam bridges to series of moving loads
    • M. KLASZTORNY, J. LANGER, Dynamic response of single span beam bridges to series of moving loads, Earthquake Eng. and Structural Dynamics, 19, 1107-1124, 1990.
    • (1990) Earthquake Eng. and Structural Dynamics , vol.19 , pp. 1107-1124
    • Klasztorny, M.1    Langer, J.2
  • 4
    • 0000920120 scopus 로고    scopus 로고
    • Vertical vibrations of a multi-span beam bridge under a train moving at high speeds
    • Prague
    • M. KLASZTORNY, Vertical vibrations of a multi-span beam bridge under a train moving at high speeds, Proc. 4th European Conf. on Structural Dynamics, EURODYN'99, 2, 651-656, Prague 1999.
    • (1999) Proc. 4th European Conf. on Structural Dynamics, EURODYN'99 , vol.2 , pp. 651-656
    • Klasztorny, M.1
  • 6
    • 0032262211 scopus 로고    scopus 로고
    • Application of the finite element method in dynamic analysis of steel frame foundations for rotary machines
    • M. KLASZTORNY, J. GROSEL, Application of the finite element method in dynamic analysis of steel frame foundations for rotary machines, Archives of Civil Engineering, 44, 4, 391-427, 1998.
    • (1998) Archives of Civil Engineering , vol.44 , Issue.4 , pp. 391-427
    • Klasztorny, M.1    Grosel, J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.