Evaluation of some harmonic load models for the vibration analysis of footbridges | Zendy

Antti H. Niemi | Zendy; Jani Koskela | Zendy; Filip Fedorik | Zendy

AI Assistant Blog Pricing

Home ZAIA Blog

Open Access

Evaluation of some harmonic load models for the vibration analysis of footbridges

Author(s) -

Antti H. Niemi,

Jani Koskela,

Filip Fedorik

Publication year - 2017

Publication title -

rakenteiden mekaniikka

Language(s) - English

Resource type - Journals

eISSN - 1797-5301

pISSN - 0783-6104

DOI - 10.23998/rm.65104

Subject(s) - serviceability (structure) , structural engineering , vibration , bridge (graph theory) , acceleration , context (archaeology) , moving load , random vibration , engineering , finite element method , geology , physics , acoustics , medicine , paleontology , classical mechanics

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.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.

Having issues? You can contact us here

Accelerating Research