Evaluation of some harmonic load models for the vibration analysis of footbridges
| Author(s): |
Antti H. Niemi
Jani Koskela Filip Fedorik |
|---|---|
| Medium: | journal article |
| Language(s): | Finnish |
| Published in: | Rakenteiden Mekaniikka = Journal of Structural Mechanics, August 2017, n. 3, v. 50 |
| Page(s): | 127-130 |
| DOI: | 10.23998/rm.65104 |
| Abstract: |
We analyze and compare different dynamic load models used for the verification of vibration serviceability of footbridges. The considered models predict the acceleration response of the bridge for random streams of pedestrians as well as for deterministic group of walking or running pedestrians. The analysis is carried out in the context of a model steel-concrete composite bridge. Both moving and stationary loads are studied. |
| License: | This creative work has been published under the Creative Commons Attribution-ShareAlike 4.0 International (CC-BY-SA 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given and the same license is used as for the original work (the above link must be included). Any alterations to the original must also be mentioned. |
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10677056 - Published on:
02/06/2022 - Last updated on:
10/11/2022
