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Volumn 3, Issue 1, 1998, Pages 38-46

Bridge modal properties using simplified finite element analysis

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BRIDGE PIERS; COMPOSITE BEAMS AND GIRDERS; COMPUTATIONAL METHODS; COMPUTER SIMULATION; CONSTRAINT THEORY; FINITE ELEMENT METHOD; KINEMATICS; MATHEMATICAL MODELS; NATURAL FREQUENCIES; STRUCTURAL ANALYSIS; TORSIONAL STRESS;

EID: 0032002497     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1998)3:1(38)     Document Type: Article
Times cited : (17)

References (26)
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  • 2
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  • 4
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    • Ambient vibration measurements of the Humber suspension bridge and comparison with calculated characteristics
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    • (1987) Proc., Inst. of Civ. Engrs. , vol.83 , pp. 561-600
    • Brownjohn, J.M.1    Dumanoglu, A.A.2    Severn, R.T.3    Taylor, C.A.4
  • 5
    • 0029489131 scopus 로고
    • Dynamic modeling of bridges: Observations from field testing
    • Casas, J. R. (1995). "Dynamic modeling of bridges: Observations from field testing." Transp. Res. Rec. 1476, 59-68.
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    • Casas, J.R.1
  • 7
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    • Honolulu, Hawaii
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    • (1994) Proc., 12th Int. Modal Analysis Conf. , pp. 425-432
    • Deger, Y.1    Cantieni, R.2    Pietrzko, S.3
  • 8
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    • Honolulu, Hawaii
    • Doll, H. (1994). "Eigenfrequencies and normal modes of the Norderelb bridge near Hamberg: Numerical and measuring investigations." Proc., 12th Int. Modal Analysis Conf., Honolulu, Hawaii, 449-455.
    • (1994) Proc., 12th Int. Modal Analysis Conf. , pp. 449-455
    • Doll, H.1
  • 11
    • 0000184195 scopus 로고
    • Vibration testing of the I-40 bridge before and after the introduction of damage
    • Nashville, Tenn.
    • Farrar, C. R., and Cone, K. M. (1995). "Vibration testing of the I-40 bridge before and after the introduction of damage." Proc., 13th Int. Modal Analysis Conf., Nashville, Tenn.
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  • 16
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    • Composite beams in torsion
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.