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Ring spring dampers

Item

Title (Dublin Core)

en-US Ring spring dampers

Description (Dublin Core)

en-US When a structure is excited by an earthquake ground motion the input energy may be reduced by inelastic action or by supplemental damping devices. If the seismic energy dissipation can be achieved by means of separate non-load bearing supplementary damping systems, the structure itself can remain elastic providing a continuing serviceability following the design level earthquake.
This paper illustrates the advantages of using added, or supplemental, damping in structures. The control system consists of passive friction dampers installed in the ground floor of the structure using tendons to transmit the damper forces to the other parts of the structure. The damping forces generated by the dampers are transferred to the structure by the tendons and horizontal links that oppose the inertial loads applied to the structure by the earthquake excitation. The dampers are ring spring friction devices consisting of inner and outer ring elements assembled to a form a spring interface. A four storey-two bay steel frame was used in the study.

Creator (Dublin Core)

Bishay-Girges, Nagui W.
Carr, Athol J.

Publisher (Dublin Core)

en-US New Zealand Society for Earthquake Engineering

Date (Dublin Core)

2014-09-30

Type (Dublin Core)

info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
en-US Article

Format (Dublin Core)

application/pdf

Identifier (Dublin Core)

https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/153
10.5459/bnzsee.47.3.173-180

Source (Dublin Core)

en-US Bulletin of the New Zealand Society for Earthquake Engineering; Vol 47 No 3 (2014); 173-180
2324-1543
1174-9857

Language (Dublin Core)

eng

Relation (Dublin Core)

https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/153/141

Rights (Dublin Core)

en-US Copyright (c) 2014 Nagui W. Bishay-Girges, Athol J. Carr
en-US https://creativecommons.org/licenses/by/4.0
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