Experimental Study on Seismic Performance of Tall Building Structure of Concrete Filled Steel Tube (CFST) with Transfer Story

Bo Wang Chen; Yang Oyang; Jian Guo Tan

doi:10.4028/www.scientific.net/AMR.287-290.1882

Paper Titles

Study on Unsupported Nano-MoS₂ Catalyst for Clean Fuel
p.1860

Effects of BaO on Properties of Low Fluoride Content Mould Flux for High Speed Continuous Casting
p.1866

Study on Tungsten Carbide Leaching of Cemented Carbide Tool in Sodium Carbonate Solution
p.1873

Effects of Different Structural Systems on Lateral Rigidity of Steel Structural Frames
p.1877

Experimental Study on Seismic Performance of Tall Building Structure of Concrete Filled Steel Tube (CFST) with Transfer Story
p.1882

Reflected Amplitude of Elastic Wave at Free Surface
p.1888

The Seismic Damage Characteristic and Mechanism Analysis of Building Structure in Wenchuan Earthquake
p.1892

In-Plane Force Effect of Reinforced Concrete Beam with Elastic Supports
p.1896

An Evaluation on the Width-Thickness Ratio of the Rotation Capacity of HSB800 Steel Flexural Members
p.1902

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 287-290Experimental Study on Seismic Performance of Tall...

Experimental Study on Seismic Performance of Tall Building Structure of Concrete Filled Steel Tube (CFST) with Transfer Story

Abstract:

The seismic performance test of the model CFST tube structure with transfer story has been finished. The model with 13 floors and with a scale of 1:10 consists of an outer-tube and an inner-tube. The former is a framed tube supported on CFST frames and the latter is an RC tube. A series of seismic performance tests of the model, which is equivalent as two degrees of freedom system, on acceleration earthquake waves in four cases (0.22g, 0.4g, 0.62g and 1.0g) have been fulfilled. The experiment has illustrated that the CFST tube structure is an outstanding structural style with excellent anti-seismic behavior.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 287-290)

Pages:

1882-1887

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.287-290.1882

Citation:

Cite this paper

Online since:

July 2011

Authors:

Bo Wang Chen, Yang Oyang, Jian Guo Tan

Keywords:

Concrete-Filled Steel Tube (CFST), Experimental Study, Seismic Performance, Tube Structure

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

References

[1] Linhai Han:Concrete Filled Steel Tube Structure-Theory and Practice. [M], Beijing Science Press,(2004).(in Chinese)

Google Scholar

[2] Xiangyun Huang, Fulin Zhou: the Seismic Simulative Research on Concrete Filled Steel Tube Frame Structure. [J], Journal of Northwest Architectural Engineering University. Vo17(3) (2000) ,pp.14-17.(in Chinese)

Google Scholar

[3] Bin Lee, Gang xue: the Anti-seismic Property Research on Concrete Filled Round Steel Tube Frame Structure. [J], Earthquake Engineering and Engineering Vibration. Vo22(5) (2002),p .53-56, (in Chinese)

Google Scholar

[4] Zhouhong Zong, Dongxin Lin, Zhenzheng Fang: the Anti-seismic Property Research on Two-story Concrete Filled Steel Tube Combined Frame Structure. [J], Journal of Building Structures. Vo23(2) (2002),pp.27-35.(in Chinese)

Google Scholar

[5] High-rise building technical specificial for concrete structures. (JGJ3-2002) [S], China Architecture and Building Press, Beijing.(in Chinese)

Google Scholar