A passive metallic damper with replaceable steel bar components for earthquake protection of structures. (15th March 2018)

• Record Type: Journal Article
• Authors: Aghlara, Reza; Tahir, Mahmood Md.
• Is Part Of: Engineering structures. Volume 159(2018)
• Page Start: 185
• Page End: 197
• Publication Date: 2018-03-15
• Subjects: Passive control -- Metallic yielding dampers -- Hysteretic dampers -- Earthquake energy dissipation -- Fuse; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2017.12.049
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: An innovative metallic damper, BFD, was developed from common steel sections. The BFD functions as an energy dissipating fuse in a system through steel bars. The key feature of BFD: the fuse components can be easily replaced after failure. The BFD can furnish an equivalent viscous damping ratio in the range of 0.35–0.65. The unit weight of bars showed strength of 75 kN and absorbed-energy of 10.5 kJ. Abstract: In this paper, a new passive earthquake damper termed as Bar-Fuse Damper (BFD) is presented for frame structures. The BFD is developed from common steel sections such as hot-rolled Square Hollow Sections (SHS), C-channels, plates and bars. It is economical, easy to install and build with no special fabrication technique. The key feature of the BFD is using round steel bars as energy absorber components that can be easily replaced in case of failure. The proposed device dissipates the energy with the replaceable bars as sacrificial elements through the flexural and tensile mechanism. The performance of several full-scale BFDs was evaluated with a series of monotonic and cyclic experiments, and the bars successfully performed their function as energy absorbers and fuses in all specimens. The effects of variations in the number, length and diameter of bars in the BFD along with the nuts arrangement were investigated in this experimental study. This study indicates that the recommended device has stable hysteretic behaviour under cyclic loads with two significant features: appropriate energy dissipation and replaceability of the fuses, which can be useful to protect the main elements of structures from plastic deformation and failure for several events. The results obtained for the BFD are promising for its use as a passive seismic damper in engineering structures in order to improve the seismic behaviour of structures as well as dissipating the earthquake energy.