Dynamic Response Analysis of Footbridges on Hot-Rolled Steel Girders for Spans Varying Between 10 to 40 m and Width Between 2 and 6 m

Author:

Denisa Danciu AlexandraORCID,Moga CatalinORCID,Gutiu Stefan I.ORCID,Marusceac VladimirORCID,Ciotlaus MadalinaORCID,Dragomir Mihai LiviuORCID

Publisher

Springer Nature Switzerland

Reference11 articles.

1. El-Rooba, A.S., Ibrahim, S.M., Gaawan, S., Malek, C.: Human Comfort Criteria of Pedes- trian Bridges. In: 12th International Conference on Steel. Space and Composite Structures, pp. 189–198. Czech Republic, Prague (2014)

2. Rehmanjee, Y.H.: Lateral Vibration of Pedestrian Bridges. Master Thesis, Massachusetts Institute of Technology (2001)

3. Nakamura, S., Kawasaki, T.: Lateral vibration of footbridges by synchronous walking. J. Constr. Steel Res. 62(11), 1148–1160 (2006)

4. Liang, H., Xie, W., Zhou, Y., Zhang, Z.: Identification of human body dynamics from a human-structure system: an experimental study. Exp. Tech. 47, 449–470 (2023)

5. Moga, P., Gutiu, S.I., Anghel, F., Moga, C., Danciu, A.D.: Footbridge over the Somes river in Cluj-Napoca, Roman. Procedia Eng. 156, 249–256 (2016)

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