The Study on the Effects of Different Forms of Steel on Seismic Performance of Steel Reinforced High-Strength Concrete L-Shape Short Pier Shear Wall

Abstract:

In order to discuss how the different forms of steel impact on seismic behavior of steel reinforced high-strength concrete(SRHC) L-shape short-pier shear wall, four different steel forms SRHC L-shaped section short-pier shear wall members with low reversed cyclic loading were simulated by ABAQUS. The four steel forms were steel bar, solid-web steel, truss-type steel and hole-type steel. The result show that: different steel forms can significantly impact on the seismic performance of SRHC L-shaped section short-pier shear walls and the seismic capacity range from high to low as follow: with solid-web steel, with hole-type steel, with truss-type steel and reinforced.

• Periodical: Advanced Materials Research (Volumes 594-597)
• Pages: 1816-1821
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.594-597.1816
• Online since: November 2012
• Authors: Yi Sheng Su*, Jin Yun Quan, Wen Zhang, Yi Bin Yang
• Keywords: Numerical Simulation, Short-Pier Shear Walls, Steel Forms, Steel Reinforced High-strength Concrete

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