A Multiscale Finite Element Model Validation Method of Composite Cable-Stayed Bridge Based on Structural Health Monitoring System

Figure 10

The probability distribution of Guanhe Bridge frequency.

(a) The probability distribution of 1st vertical frequency

(b) The probability distribution of 2nd vertical frequency

(c) The probability distribution of 3rd vertical frequency

(d) The probability distribution of 1st transverse frequency

(e) The probability distribution of 2nd transverse frequency

(f) The probability distribution of 1st longitudinal frequency