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Method of analysis of dynamic response of horizontally curved simple-span bridge is presented subject to smoothly moving mass load; methods of analysis for vibration of bridges on straight alignment involving moving mass loads are reviewed; solution of problem through use of method of undetermined coefficients is demonstrated; parametric study is made of effects of horizontal curvature, rigidity ratio, speed parameter, and weight and frequency ratios on response of bridge to flexural and torsional vibrations.
Method of analysis of dynamic response of horizontally curved simple-span bridge is presented subject to smoothly moving mass load; methods of analysis for vibration of bridges on straight alignment involving moving mass loads are reviewed; solution of problem through use of method of undetermined coefficients is demonstrated; parametric study is made of effects of horizontal curvature, rigidity ratio, speed parameter, and weight and frequency ratios on response of bridge to flexural and torsional vibrations.
Response of horizontally curved bridge to moving load
ASCE -- Proc (J Structural Div)
1968
17 pages
Article (Journal)
English
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