The thesis compares the dynamic response of lightweight footbridge structure. Two finite element models were made. One in Ansys 15.0 software, and another in RFEM 5.05 structural software. The results of the models were compared to each other. The response to dynamic excitation from pedestrians was evaluated in accordance to ČSN EN 1990/A2.
| Identifer | oai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:240205 |
| Date | January 2016 |
| Creators | Krzywoň, Filip |
| Contributors | Nevařil, Aleš, Vlk, Zbyněk |
| Publisher | Vysoké učení technické v Brně. Fakulta stavební |
| Source Sets | Czech ETDs |
| Language | Czech |
| Detected Language | English |
| Type | info:eu-repo/semantics/masterThesis |
| Rights | info:eu-repo/semantics/restrictedAccess |
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