Evaluation of the Increased Dynamic Effects on the Highway Bridge Superstructure
Dynamic properties of the bridge superstructure vary depending on many characteristics of the bridge and the loading conditions. In this paper, maximum Dynamic Amplification Factor was calculated for six different types of typical pre-stressed concrete beam bridges. It showed that each type of bridg...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
RTU Press
2018-09-01
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| Series: | The Baltic Journal of Road and Bridge Engineering |
| Subjects: | |
| Online Access: | https://bjrbe-journals.rtu.lv/article/view/2310 |