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Volumn , Issue , 2010, Pages 1134-1137

Vehicle-bridge coupled vibration response study of huanghe cable-stayed bridge due to multiple vehicles parallel with high speed

Author keywords

Cable stayed bridges with long span; Irregular pavement; Multiple vehicles parallel; Vehicle bridge coupled model; Vibration response; Virtual work principle

Indexed keywords

IRREGULAR PAVEMENT; LONG SPAN; MULTIPLE VEHICLES PARALLEL; VIBRATION RESPONSE; VIRTUAL WORK PRINCIPLE;

EID: 77956084621     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1109/MACE.2010.5536593     Document Type: Conference Paper
Times cited : (6)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.