Dynamic Analysis of Suspension Footbridges under Human-induced Vibrations and Near-field Earthquakes–Soti Ghat Bridge in Nepal

Document Type : Research Article

Authors

Department of Civil Engineering, Faculty of Engineering, Urmia University, Urmia, Iran

Abstract

Suspension footbridges are mainly under the influence of pedestrians' loads. In addition to the forces caused by pedestrians during the structure's lifetime, natural forces such as wind and earthquake also affect these structures. The effects of wind force on the suspension bridges are generally considered in the design process of the structure due to the high repetition of this phenomenon and lightweight of these structures but the earthquake forces are ignored due to the low probability of occurrence, low mass, and the high flexibility of these structures. This study aimed to investigate the dynamic behavior of suspension footbridges under the influence of the coincidence of pedestrians loading and earthquake forces. The final finding of this study was the impact of the earthquake on the suspension footbridges, which caused a change in the acceleration and forces of the bridge cables. It was found out that the simultaneity of human loading and earthquake forces increases the response of the lateral acceleration of the structure, and this increase is affected by the acceleration of earthquakes. Moreover, the lateral acceleration response of the structure changes during the pedestrians' movement, like the vertical acceleration response, but its amount is small at different speeds and does not cause any difficulty in operating the structure.

Keywords

Main Subjects

References

[1]A. Larsen, G.L. Larose, Dynamic wind effects on suspension and cable-stayed bridges, Journal of Sound and Vibration, 334 (2015) 2-28.
[2]H.M. Faridani, M. Barghian, Improvement of dynamic performances of suspension footbridges by modifying the hanger systems, Engineering Structures, 34 (2012) 52-68.
[3]S.V. CSI, 8. Integrated finite element analysis and design of structures basic analysis reference manual, Computers and Structures Inc, Berkeley (CA, USA), 9 (2002).
[4]S. Živanović, A. Pavic, P. Reynolds, Vibration serviceability of footbridges under human-induced excitation: a literature review, Journal of sound and vibration, 279(1-2) (2005) 1-74.
[5]V. Racic, A. Pavic, J. Brownjohn, Experimental identification and analytical modelling of human walking forces: Literature review, Journal of Sound and Vibration, 326(1-2) (2009) 1-49.
[6]J.S. da Silva, P. da S Vellasco, S. De Andrade, F. da CP Soeiro, R. Werneck, An evaluation of the dynamical performance of composite slabs, Computers & Structures, 81(18-19) (2003) 1905-1913.
[7]Pacific Earthquake Engineering Research Center. "PEER NGA Database." http://peer.berkeley.edu/nga/index.html (2018).
[8]C. Heinemeyer, M. Feldmann, European design guide for footbridge vibration, in:  Footbridge vibration design, CRC Press, 2009, pp. 13-30.
[9]C. Heinemeyer, C. Butz, A. Keil, M. Schlaich, A. Goldack, S. Trometer, M. Lukic, B. Chabrolin, A. Lemaire, P.-O. Martin, Design of Leightweight footbridges for human induced vibrations,  (2009).
AUT Journal of Civil Engineering
Volume 4, Issue 4
December 2020
Pages 505-516

Files

Share

How to cite

Statistics