Dynamic behavior of continuous and cantilever thin-walled box girder bridges

Journal of Bridge Engineering

Volumn 1, Issue 2, 1996, Pages 67-75

  Wang, Ton Lo ^b   Huang, Dongzhou ^b,c   Shahawy, Mohsen ^a,d  

^a ASCE ^*

^b The Department of Electrical and Computer Engineering   (United States)

^c TONGJI UNIVERSITY   (China)

^d FLORIDA DEPARTMENT OF TRANSPORTATION   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE DECKS; CANTILEVER BRIDGES; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; PROBABILITY DENSITY FUNCTION; SPECIFICATIONS; STRUCTURAL DESIGN; STRUCTURAL LOADS; SURFACE ROUGHNESS; TORSIONAL STRESS; TRUCKS; VEHICLES;

CONTINUOUS THIN WALLED BOX GIRDER BRIDGE; FREE VIBRATION; MULTIVEHICLE LOAD; POWER SPECTRAL DENSITY FUNCTION; ROAD SURFACE PROFILES; TRUCK DESIGN LOADING; VEHICLE SPEED; WARPING DISTORTION; WARPING TORSION;

BOX GIRDER BRIDGES;

EID: 0030151713     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1996)1:2(67)     Document Type: Article

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