Vol. 13, No. 3, pp. 241-257 (2017)
SEISMIC PERFORMANCE ANALYSIS OF A RESILIENT
PRESTRESSED STEEL FRAME WITH INTERMEDIATE
COLUMN CONTAINING FRICTION DAMPERS
Yanxia Zhang1*, Anran Liu 2, Ailin Zhang3 and Xuechun Liu 4
1 Professor, Beijing Advanced Innovation Center for Future Urban Design , Beijing University of Civil Engineering and Architecture, Beijing 100044, China
2Postgraduate, School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
3Professor, School of Civil and Transportation Engineering,Beijing University of Civil Engineering and Architecture, Beijing 100044, Beijing Engineering Research Center of High-Rise and Large-Span Prestressed Steel Structure, Beijing University of Technology, Beijing 100124, China
4Associate Professor, Beijing Engineering Research Center of High-Rise and Large-Span Prestressed Steel Structure, Beijing University of Technology, Beijing 100124, China
*(Corresponding author: E-mail:This email address is being protected from spambots. You need JavaScript enabled to view it.)
Received: 18 August 2015; Revised: 13 June 2016; Accepted: 3 August 2016
DOI:10.18057/IJASC.2017.13.3.3
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ABSTRACT
A resilient prestressed steel frame system with intermediate columns containing friction dampers （ICRPSF） has been proposed for the use in a large span, seismically active regions and a high-value building. Seismic performance analysis of overall structure of a resilient prestressed steel frame with intermediate column friction damper are analyzed, compared with the resilient performance of a resilient prestressed steel frame (RPSF) with beam web friction damper. The results show that an ICRPSF effectively controls the story drift, dissipates more energy through the intermediate column friction damper (ICFD) and curbs the plastic development of the component. This system has a small post-seismic residual story drift and its structure demonstrates excellent self-centering capability.
KEYWORDS
Intermediate column, friction dampers, resilient prestressed steel frame, seismic performance analysis, energy dissipation
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