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Volumn 1D-1997, Issue , 1997, Pages

Floating slab railway track for isolation of vibration: Models of infinite length

Author keywords

Beams on elastic support; Dynamic stiffness matrix method; Floating slab track; Models of infinite length; Repeating units; Transmitted force; Underground railways; Vibration isolation

Indexed keywords

BEARING MOUNTINGS; CONCRETE SLABS; NONMETALLIC BEARINGS; RAILROAD TRACKS; RAILROAD TRANSPORTATION; RAILROADS; RUBBER PRODUCTS; SPRINGS (COMPONENTS);

EID: 85102030690     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/DETC97/VIB-4085     Document Type: Conference Paper
Times cited : (3)

References (17)
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  • 4
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    • Vibration analysis of an elevated railway track
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  • 5
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  • 6
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  • 7
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  • 10
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    • Grootenhuis, P.1
  • 11
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    • Prediction of vibration transmission from railways into buildings using models of infinite length
    • Hunt, H.E.M., 1995, "Prediction of vibration transmission from railways into buildings using models of infinite length", Vehicle System Dynamics Supplement, Vol. 24, pp. 234-247.
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  • 12
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    • Use of numerical models to determine the effectiveness of anti-vibration systems for railways
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.