Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges

Author:

Piccardo Giuseppe,Tubino Federica

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference38 articles.

1. FIB. Guidelines for the design of footbridges. Bulletin 32. Lausanne. FIB; 2005.

2. Vibration serviceability of footbridges under human-induced excitation: a literature review;Zivanovic;J Sound Vib,2005

3. Sahnaci C, Kasperski M. Random loads induced by walking. In: Soize C, Schuëller GI, editors. Proc. VI European conference on structural dynamics, EURODYN 2005. Rotterdam: Millpress; 2005. p. 441–6.

4. Probability-based prediction of multi-mode vibration response to walking excitation;Zivanovic;Eng Struct,2007

5. Modeling spatially unrestricted pedestrian traffic on footbridges;Zivanovic;J Struct Eng ASCE,2010

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