Experimental Study on Seismic Behavior of Cold-Formed Thin-Walled Steel R.C.Shear Wall

Ming Xu; Yong Qin Yao; Liang Chen; Zhong Fan Chen

doi:10.4028/www.scientific.net/AMR.446-449.708

Paper Titles

Nonlinear Finite Element Analysis for Compressive Capacity of Interior Constrained Square Concrete-Filled Steel Tube Column
p.688

Different Design Parameters Analysis of Unbonded Precast Reinforced Concrete Frame Structure
p.695

Influences of Horizontal Strengthened Storey on Foundation Settlement in High-Rise Frame Tube Structure
p.699

Experimental Research on the Durability of PVA Fibers Reinforced Concrete
p.703

Experimental Study on Seismic Behavior of Cold-Formed Thin-Walled Steel R.C.Shear Wall
p.708

Finite Element Analysis of Excavation of Shallow Tunnels under the Existing Road
p.714

Flexural Strength and Stiffness of High Strength Concrete Beams with Exposed Main Steel
p.718

Experimental Investigation of the RC Columns Strengthened with Outer Closed SCC under Cyclic Loadings
p.728

Computer Modeling and Parametric Study of Thermal Effects in Integral Abutment Bridge
p.733

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Experimental Study on Seismic Behavior of...

Experimental Study on Seismic Behavior of Cold-Formed Thin-Walled Steel R.C.Shear Wall

Abstract:

CTSRC (cold-formed thin-walled steel reinforced concrete) shear walls system studied herein is made up of cold-formed steel and concrete. Five shear walls were tested quasi-statically under low cyclic lateral loads. The characteristics including failure modes, hysteretic characteristics, ductility and stiffness degradation are investigated. Analytical result indicates that, the CTSRC shear wall structure possess adequate bearing capacity, good seismic performance and high ductility. Stirrup ratio of the restrained side columns had no significant influence on wall’s bearing capacity, but walls with higher stirrup ratio show higher ductility.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

708-713

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.708

Citation:

Cite this paper

Online since:

January 2012

Authors:

Ming Xu, Yong Qin Yao, Liang Chen, Zhong Fan Chen

Keywords:

CTSRC Shear Wall, Restrained Side Columns, Seismic Performance

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Liang Chen. Experimental Study on Seismic Behavior of Meshwork Cold-formed Thin-wall Steel R.C. Shear Wall with Constraint edge component, D. Nanjing: Southeast University, 2010.

DOI: 10.4028/www.scientific.net/amr.368-373.1943

Google Scholar

[2] Yaping Liu. Experimental research on steel nets framework recycled concrete shear wall structure, D. Nanjing: Southeast University, 2010.

Google Scholar

[3] Bolong Zhu. Experimental on structure seismic, M. Beijing: earthquake publishing house, 1989.

Google Scholar

[4] Yankung Zhang, Shan Wang, Fuming Wang. Experimental Research on Light-weight Aggregate Concrete Low-rise Shear Wall with Opening Under Low Frequency Cyclic Static Loading, J. Building Structure, 2006, 36(2):44-46.

Google Scholar

[5] Zhixin Wu, Weilin Zhang, Xiaopu Shen. Experimental Research on New-type Superposed Shear Wall and Its Seismic Performance Analysis, J. Journals of Anhui university of science and technology (Natural Science), 2010, 30 (2): 8 - 12.

Google Scholar