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Dynamic response of highway bridges
Dynamic response of single span and 3 span continuous highway bridges to transient loads; results of more than 1000 specific cases are analyzed to evaluate effect of load characteristics and bridge geometry on highway bridge impact; it is concluded that springing of vehicles is important factor affecting dynamic response to highway bridge and that present specifications do not adequately provide for dynamic response of bridges to design loads.
Dynamic response of highway bridges
Dynamic response of single span and 3 span continuous highway bridges to transient loads; results of more than 1000 specific cases are analyzed to evaluate effect of load characteristics and bridge geometry on highway bridge impact; it is concluded that springing of vehicles is important factor affecting dynamic response to highway bridge and that present specifications do not adequately provide for dynamic response of bridges to design loads.
Dynamic response of highway bridges
ASCE -- Proc (J Structural Div)
Fleming, J.F. (author) / Romualdi, J.P. (author)
1961
31 pages
Article (Journal)
English
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Dynamic response of highway bridges
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