Wind and Pedestrian Vibration Assessment on the New Swan River Pedestrian Bridge
| Author(s): |
Nicola Cosentino
Massimo Majowiecki Stefano Pinardi |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | Footbridge 2017 Berlin - Tell A Story, 6-8.9.2017, Technische Universität Berlin (TU Berlin) |
| Published in: | Footbridge 2017 Berlin - Tell A Story |
| Year: | 2017 |
| DOI: | 10.24904/footbridge2017.09597 |
| Abstract: |
The paper presents the problems related to wind and pedestrian induced vibration that have been faced during the design of the Swan River Pedestrian Bridge (SRPB) in Perth (Australia). It is a three-span arch structure (approximately 80-140-80 m length, respectively). Arches are made by lattice steel structures and the deck is suspended to the arches by sub-vertical strands. Each span has two crossed arches with triangular cross-sections that vary dimensions along the arch. Two cantilever extensions are connected to the crown of the central arch. Arches are supported by quite flexible piles. |
| Keywords: |
arch bridge numerical modeling wind-induced vibration long-span footbridge multi-span footbridge pedestrian-induced vibration vibration mitigation design assisted by testing
|
| License: | This creative work is copyrighted. The copyright holder(s) do(es) not grant any usage rights other than viewing and downloading the work for personal use. Further copying or publication requires the permission of the copyright holder(s). |
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data sheet - Reference-ID
10075317 - Published on:
01/09/2017 - Last updated on:
10/06/2021
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