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%)