Research Article
Experimental and Numerical Investigation of the Effect of Standing People on Dynamic Properties of a Beam-Like Bridge
Figure 5
Four modal shapes obtained from FE modal analysis. Values in parentheses represent errors between analysis and experimental results (Table 1).
(a) 1st vertical mode, Hz (−0.4%) |
(b) 2nd vertical mode, Hz (+1.5%) |
(c) 1st torsion mode, Hz (−3.8%) |
(d) 3rd vertical mode, Hz (+3.4%) |