Excessive Pedestrian-Induced Swaying in Code-Compliant Walkways

Author:

Porcu Maria Cristina1,Pittau Fabrizio1

Affiliation:

1. Dept. of Mechanical, Chemical and Materials Eng., Univ. of Cagliari, Cagliari, Italy Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference7 articles.

1. Danbon F, Grillaud G. Dynamic behavior of a steel footbride. Characterization and modelling of the dynamic loading induced by a moving crowd on the Solferino Footbridge in Paris. Proceedings of Footbridge, 2005.

2. American Association of State, Highways and Transportation Officials. AASHTO Guide specification for design of pedestrian bridges, 1997.

3. Fedération International du Béton. FIB Guidelines for the design of footbridges, FIB Bulletin 32, 2006.

4. ES ISO 10137. Bases for design of structures- Serviceability of buildings and walkways against vibrations. International Standardisation Organisation: Geneva, Switzerland, 2012.

5. EN1991: 1-4. Eurocode 1: Actions on structures—General actions—Wind actions. European Committee for Standardization, 2001.

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