Concrete Bridge with Metalic Energy Dissipation Device

AGUSTIN, ULIARTE VICTORIA and J. O., MORANDI and R. J., ULIARTE (2017) Concrete Bridge with Metalic Energy Dissipation Device. In: Fifth International Conference on Advances in Civil, Structural and Environmental Engineering - ACSEE 2017, 27-28 May, 2017, Rome, Italy.

[img]
Preview
Text
20170612_092857.pdf - Published Version

Download (693kB) | Preview
Official URL: https://www.seekdl.org/conferences/paper/details/8...

Abstract

Most reinforced concrete road bridges built in Argentina have their foundations or substructure constructed at the job site. On the other hand, the superstructure typically used consists of precast I-beams with an in situ slab that gives a monolithic connection. These beams are placed on top of elastomeric bearings, so relative movements between the substructure and the superstructure of the bridge may occur at the event of an earthquake. In order to limit these seismic displacements, buffers are constructed. They are reinforced concrete blocks fixed to the substructure. Their design is usually done following approximate hypothesis which, in highly seismic areas, may be very insecure. The aim of this work is to show the improvement made in the dynamic response of the structure of the bridge built in the province of San Juan, Argentina, due to the addition of energy-dissipating devices. In order to predict the seismic response of the structure, mathematical models have been developed. The energy-dissipating devices have been tested in the Lab to analyze their mechanical behavior. Results show that the damage over seismic buffers is significantly reduced, and therefore structural security is raised.

Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: Energy. Dissipation. Devices. Bridges.
Depositing User: Mr. John Steve
Date Deposited: 15 Mar 2019 11:07
Last Modified: 15 Mar 2019 11:07
URI: http://publications.theired.org/id/eprint/481

Actions (login required)

View Item View Item