Vibration Response Analysis of Simply Supported Box Girder Bridge-Maglev Train in Accelerated Test of Changsha Maglev Express

<div>Variation of maximum dynamic deflection value at eight different speeds.</div>

Advances in Materials Science and Engineering

Figure 14: Vibration Response Analysis of Simply Supported Box Girder Bridge-Maglev Train in Accelerated Test of Changsha Maglev Express 