New Scheme to Resist Seismic Collapse of RC Frame

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Abstract:

Earthquake would cause unacceptable damage in reinforced concrete structures. In this paper, two retrofitting methods based on alternative load path are proposed for the reinforced concrete structure. One method is to add steel braces to the structure, and another one is to add tension cables to the structure. Pushover analyses for all frames are carried out using SAP2000. From the analysis results, steel braces or tension cables delay the formation of the first plastic hinge and failure of columns, and can better improve the seismic performance of reinforced concrete frame. The research results can be utilized for displacement-based seismic design and seismic performance evaluation of RC structures.

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Periodical:

Advanced Materials Research (Volumes 753-755)

Pages:

690-693

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Online since:

August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Carneiro Barros, R. and Ricardo F. Almeida: Pushover Analysis of Asymmetric Three-Dimensional Building Frames, Journal of Civil Engineering and Management, Vol. XI, Number 1, pp.3-12, Vilnius, Lithuania, (2005).

DOI: 10.3846/13923730.2005.9636327

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[2] Fan Zhang: Pushover analysis method and applied research of high-rise building(MS., Xi'an University of Architecture and Technology, China(2005)(in Chinese).

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[3] Li-chao, Feng: Application of Pushover of structure analysis on frame structure (MS., Liaoning technical university, China(2009)(in Chinese).

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