Discussion on Human-induced Vibration of Glulam Pedestrian Arch Bridge

Zhiwei Song

doi:10.54097/f7kw8d13

Authors

Zhiwei Song

DOI:

https://doi.org/10.54097/f7kw8d13

Keywords:

Pedestrian bridge; Human-induced vibration response; Comfort evaluation.

Abstract

In the process of urban modernization, with the wide application of lightweight and high-strength structural materials and the constant pursuit of structural aesthetics, footbridges tend to develop in the direction of long span, slender and gentle. However, the problem of human-induced vibration comfort caused by such bridges is becoming increasingly prominent. Especially the wooden footbridge, although its static performance (such as bearing capacity and deflection) can well meet the structural design and use standards, its dynamic performance, especially the excessive vibration under the excitation of crowds, has become the core consideration to control the design of modern wooden footbridges.

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