Analysis of Harmonic Vibration of Cable-Stayed Footbridge under the Influence of Changes of the Cables Tension
The paper presents numerical analysis of harmonically excited vibration of a cable-stayed footbridge caused by a load function simulating crouching (squats) while changing the static tension in chosen cables. The intentional synchronized motion (e.g., squats) of a single person or group of persons o...
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| Format: | Article |
| Language: | English |
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Sciendo
2015-09-01
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| Series: | Studia Geotechnica et Mechanica |
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| Online Access: | https://doi.org/10.1515/sgem-2015-0034 |