Research on Seismic Behavior and Cost Estimation of a New Concrete Filled Steel Tube Frame Structure

Ying Wang; Xin Yang Li; Ming Zhang

doi:10.4028/www.scientific.net/AMR.335-336.1231

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 335-336Research on Seismic Behavior and Cost Estimation...

Research on Seismic Behavior and Cost Estimation of a New Concrete Filled Steel Tube Frame Structure

Abstract:

A new concrete filled steel tube (CFT) frame structure was developed by using self-compacting concrete (SCC). Experimental work was done in order to investigate seismic behavior of the new CFT frame structure. The experiment result shows that sufficient deformation capacity is able to be obtained in PC bar jointed CFT column-beam joint specimens. Cost estimation and comparison result of the new CFT frame structure and steel frame structure system were also be described.

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Periodical:

Advanced Materials Research (Volumes 335-336)

Pages:

1231-1234

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.335-336.1231

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Online since:

September 2011

Authors:

Ying Wang, Xin Yang Li, Ming Zhang

Keywords:

CFT Structure, Cost Estimation, Joint Seismic Behavior, Self-Compacting Concrete (SCC)

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References

[1] S.Morino, M.Uchikoshi and I.Yamaguchi: Concrete-filled Steel Tube Column System-Its Advantages. Steel Structure. Vol. 1(2001), p.33

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[3] Specification for Structural Steel Design (Architectural Institute of Japan, Tokyo 1986).

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[4] Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures (Association of New Urban Housing Technology, Tokyo 2002).

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