Experimental Research on Seismic Behavior of I-Section Composite Shear Wall with Steel Plate Reinforced Concrete

You Jia Zhang

doi:10.4028/www.scientific.net/AMM.711.418

Paper Titles

Study of the Effects of Karst Area Beneath the Tunnel on the Stability of Surrounding Rock
p.402

Research on Waste Glass Concrete Basic Mechanical Property
p.406

The Influence of Bridge Length on Failure Patterns of Specimens Containing Two Coplanar Cracks under Uniaxial Compression Load
p.410

Anti-Earthquake Evaluation and Reinforcing of Brick-Concrete Structure Building of an Army in Zhangjiakou
p.414

Experimental Research on Seismic Behavior of I-Section Composite Shear Wall with Steel Plate Reinforced Concrete
p.418

Experimental Study on the Compressive Strength of Cement Mortar
p.422

Improvment of Thermal Power Plant Construction Features and Technology
p.426

Influence of Mineral Admixtures on Corrosion Rate of Reinforced Steel in Concrete
p.430

Observation on Single Fiber Pull-Out Testing of Carbon Fiber Concrete with Scanning Electron Microscopy
p.434

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 711Experimental Research on Seismic Behavior of...

Experimental Research on Seismic Behavior of I-Section Composite Shear Wall with Steel Plate Reinforced Concrete

Abstract:

In order to study the seismic performance of low shear-span ratio composite shear wall with steel plate reinforced concrete,three low shear-span ratio composite shear walls with steel plate reinforced concrete were tested.The deformation performance and failure modes were observed under low cyclic lateral loads with high axial compression ratio.Valuable results were obtained for the hysteretic curves,skeleton curves,ductility and energy dissipation capacity.The results indicate that the elastic stage, Specimen stiffness value is larger, and the stiffness change is basically the same; The specimen into the elastic-plastic stage, cracks have appeared in basic beam and early damage. The junction of steel concrete structure and reinforced concrete structure are prone to failure, which should improve the reinforced concrete shear stiffness in the design.

You might also be interested in these eBooks

Mechanical Engineering, Materials Science and Civil Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 711)

Pages:

418-421

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.711.418

Citation:

Cite this paper

Online since:

December 2014

Authors:

You Jia Zhang*

Keywords:

Composite Shear Wall with Steel Plate Reinforced Concrete, Quasi-Static Test, Seismic Performance

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Nie Jianguo. The theory and examples of steel-concrete composite structure [M]. Beijing: Science Press, (2009).

Google Scholar

[2] Ari Danay. Response of steel-concrete composite panels to in-plane loading[J]. Nuclear Engineering and Dsign, 2012, (242): 52-62.

DOI: 10.1016/j.nucengdes.2011.10.006

Google Scholar

[3] Nie Jian guo, BU Fan min, FAN Jian sheng. Experimental research on seismic behavior of low shear-span ratio composite shear wall with double steel plates and infill concrete [J]. Journal of Building Structures, 2009, 2011, 32(11): 74-81.

Google Scholar

[4] Nie Jian guo, BU Fan min, FAN Jian sheng. Quasi-static test on low shear-span ratio composite shear wall with double steel plates and infill concrete under high axial compression ratio [J]. Engineering Mechanics, 2013, 30(6): 60-76.

Google Scholar