A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Dynamic identification and vibration serviceability assessment of a wooden cable‐stayed footbridge
This paper discusses the dynamic characterization of a 3 spans wooden cable‐stayed footbridge newly built in Italy. The footbridge is 235 m long and consists of a 2‐girder wooden deck. The edge spans are simply supported, while the mid one (about 150 m long) is sustained by 16 stays linked to 2 pillars. Ambient vibration tests and operational modal analyses are performed to identify the global dynamic behaviour of the structure and 17 stable vibration modes are identified in the frequency range 0‐6 Hz. Moreover, the vibration serviceability is assessed performing in situ pedestrian load tests following the load protocols provided by Hivoss and Sètra technical guidelines, and verifying the recorded accelerations with the maximum ones suggested by codes (fib bulletin 32 and EN1990:2002).
Dynamic identification and vibration serviceability assessment of a wooden cable‐stayed footbridge
This paper discusses the dynamic characterization of a 3 spans wooden cable‐stayed footbridge newly built in Italy. The footbridge is 235 m long and consists of a 2‐girder wooden deck. The edge spans are simply supported, while the mid one (about 150 m long) is sustained by 16 stays linked to 2 pillars. Ambient vibration tests and operational modal analyses are performed to identify the global dynamic behaviour of the structure and 17 stable vibration modes are identified in the frequency range 0‐6 Hz. Moreover, the vibration serviceability is assessed performing in situ pedestrian load tests following the load protocols provided by Hivoss and Sètra technical guidelines, and verifying the recorded accelerations with the maximum ones suggested by codes (fib bulletin 32 and EN1990:2002).
Dynamic identification and vibration serviceability assessment of a wooden cable‐stayed footbridge
Nicoletti, Vanni (author) / Tentella, Luca (author) / Martini, Riccardo (author) / Quarchioni, Simone (author) / Carbonari, Sandro (author) / Gara, Fabrizio (author)
ce/papers ; 6 ; 1174-1181
2023-09-01
8 pages
Article (Journal)
Electronic Resource
English
Wooden Cable-Stayed Footbridge with Curved Carriageway in Urbanised Area
| British Library Conference Proceedings | 2010
Dynamic behaviour of a cable-stayed footbridge with vibration absorbers
| British Library Conference Proceedings | 2004