Feau, C, Politopoulos, I, Kamaris, GS, Mathey, C, Chaudat, T and Nahas, G (2014) Experimental and numerical investigation of the earthquake response of crane bridges. Engineering Structures, 84. pp. 89-101. ISSN 0141-0296

Preview

Text ENGSTRUCT-D-14-00680R1.pdf - Accepted Version Available under License Creative Commons Attribution Non-commercial No Derivatives. Download (2MB) | Preview

Abstract

© 2014 Elsevier Ltd. The experimental and numerical response of crane bridges is studied in this work. To this end, an experimental campaign on a scale model of an overhead crane bridge was carried out on the shaking table of CEA/Saclay in France. A special similarity law has been used which preserves the ratios of seismic forces to friction forces and of seismic forces to gravity forces, without added masses. A numerical model, composed of beam elements, which takes into account non-linear effects, especially impact and friction, and simulates the earthquake response of the crane bridge, is presented. The comparison of experimental and analytical results gives an overall satisfactory agreement. Finally, a simplified model of the crane bridge, with only a few degrees of freedom is proposed.

Item Type:	Article
Uncontrolled Keywords:	0905 Civil Engineering
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Civil Engineering (merged with Built Env 10 Aug 20)
Publisher:	Elsevier
Date Deposited:	10 Jun 2016 13:45
Last Modified:	04 Sep 2021 12:48
DOI or ID number:	10.1016/j.engstruct.2014.11.022
URI:	https://researchonline.ljmu.ac.uk/id/eprint/3756

View Item