Dynamic Response of Bridge Subjected to Eccentrically Moving Flexible Vehicle: A Semianalytical Approach

Figure 25

Standard deviation of bridge midspan displacement due to different eccentricity of vehicle path (𝑒_𝑥), (A) 𝑒_𝑥=0.5 m, (B) 𝑒_𝑥=1 m, and (C) 𝑒_𝑥=1.5 m.