A Time History analysis (MOVING LOAD) for a simple structure including damping is described in this Demo Example and compared with the results documented by PETERSON (Peterson – Dynamik der Baukonstruktionen, München).
The structural system intends to simulate a steel composite bridge:
In this example the User will be able to learn:
For natural frequencies, the results obtained were the ones presented in the bellow table:
And for static and dynamic load cases calculated by using Time History Analysis, results are the following:
Time History Plot - Moving Load DYNAMIC ANALYSIS (LC800)
Time History Plot - Moving Load STATIC ANALYSIS (LC 900)
The RM results for the internal frequencies and for the vertical displacement caused by a moving load compare very closely with those documented by Petersen.