Motion-based optimum design of a slender steel footbridge and assessment of its dynamic behaviour

Author:

Jiménez-Alonso Javier Fernando,Sáez Andres

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference29 articles.

1. ANSYS Mechanical Release 16.0.

2. Arora JS (2007) Optimization of Structural and Mechanical Systems. World Scientific Publishing Co. Pte. Ltd. 5 Toh Tuck Link, Singapore 596224. ARTeMIS Modal Pro. 2016.

3. Bachmann H, Ammann W (1987). Vibrations in structures-Induced by man and machines. Structural Engineering Documents, Vol 3e. International Association of Bridge and Structural Engineering, Zurich.

4. Butz CH, Heinemeyer CH, Goldack A, Keil A, Lukic M., Caetano E, Cunha A (2007). Advanced Load Models for Synchronous Pedestrian Excitation and Optimised Design Guidelines for Steel Footbridges (SYNPEX). RFCSResearch Project RFS-CR-03019.

5. Caetano E, Cunha A, Magalhães F and Moutinho C (2010). Studies for controlling human-induced vibration of the Pedro e Inês footbridge, Portugal. Part 1: Assessment of dynamic behaviour. Engineering Structures, 32(4), pp. 1069–1081, doi: http://dx.doi.org/10.1016/j.engstruct.2009.12.034.

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