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Design and experimental evaluation of steel MRF with magneto-rheological dampers for seismic hazard mitigation

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Karavasilis, Theodore L., Sause, Richard, Chae, Yunbyeong, Ricles, James M. and Chen, Cheng (2010) Design and experimental evaluation of steel MRF with magneto-rheological dampers for seismic hazard mitigation. In: Sixth International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA 2009), Philadelphia, Pennsylvania, U.S.A., Aug 16-20, 2009. Published in: STESSA 2009: Proceedings of the Sixth International Conference on Behaviour of Steel Structures in Seismic Areas, Chapter 111 pp. 767-773.

Full text not available from this repository.
Official URL: http://dx.doi.org/10.1201/9780203861592.ch111

Abstract

Passive energy dissipating devices have been widely used for seismic hazard mitigation. Design of steel structures with passive energy devices usually employs methods that need to be experimentally evaluated for the development of performance-based design procedures. In this paper a simplified design procedure is applied to design a two-story, four-bay steel Moment Resisting Frame (MRF) with Magneto-Rheological (MR) dampers in a passive mode. The performance of the resulting MRF is experimentally evaluated through real-time hybrid simulation and compared with a conventionally designed Special Moment Resisting Frame (SMRF). The MRF with MR dampers is demonstrated to achieve higher performance than the conventional SMRF under a selected ground motion. The simplified design procedure is shown to effectively help design steel structures with MR dampers. Real-time hybrid simulation with the unconditionally stable explicit CR algorithm and the adaptive compensation method is shown to have great potential as a means to develop and experimentally validate performance-based design methodologies for steel structures with energy dissipative devices.

Item Type: Conference Item (Paper)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TJ Mechanical engineering and machinery
Divisions: Faculty of Science > Engineering
Journal or Publication Title: STESSA 2009: Proceedings of the Sixth International Conference on Behaviour of Steel Structures in Seismic Areas
Publisher: CRC Press
ISSN: ISBN: 978-0-415-56326-0
Book Title: Behaviour of Steel Structures in Seismic Areas
Date: 2010
Volume: Chapter 111
Page Range: pp. 767-773
Identification Number: 10.1201/9780203861592.ch111
Status: Peer Reviewed
Publication Status: Published
Access rights to Published version: Restricted or Subscription Access
Funder: Pennsylvania Department of Community and Economic Development, National Science Foundation (U.S.) (NSF)
Grant number: CMS-0402490 (NSF)
Conference Paper Type: Paper
Title of Event: Sixth International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA 2009)
Type of Event: Conference
Location of Event: Philadelphia, Pennsylvania, U.S.A.
Date(s) of Event: Aug 16-20, 2009
URI: http://wrap.warwick.ac.uk/id/eprint/46448

Data sourced from Thomson Reuters' Web of Knowledge

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