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Optimal seismic response control with dampers

โœ Scribed by Mahendra P. Singh; Luis M. Moreschi

Publisher
John Wiley and Sons
Year
2001
Tongue
English
Weight
216 KB
Volume
30
Category
Article
ISSN
0098-8847

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Optimal seismic response control with da
Optimal seismic response control with dampers
โœ Mahendra P. Singh; Luis M. Moreschi ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 216 KB

## Abstract The usefulness of energy dissipation devices to reduce seismic response of structures is now well established. For a given installation of such devices in a structure, one can easily compute the level of response reduction achieved. However, the solution of an inverse problem of how man

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This paper presents the "rst application of a semi-active damper system to an actual building. The Semi-active Hydraulic Damper (SHD) can produce a maximum damping force of 1000 kN with an electric power of 70 W. It is compact, so a large number of them can be installed in a single building. It is t

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Semi-active control of buildings and structures for earthquake hazard mitigation represents a relatively new research area. Two optimal displacement control strategies for semi-active control of seismic response of frame structures using magnetorheological (MR) dampers or electrorheological (ER) dam