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
2012 ◽
Vol 594-597
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pp. 1816-1821
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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.
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2013 ◽
Vol 368-370
◽
pp. 1539-1546
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2018 ◽
Vol 171
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pp. 247-259
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2018 ◽
Vol 22
(6)
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pp. 04018061
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2012 ◽
Vol 174-177
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pp. 455-459
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2009 ◽
Vol 7
(1)
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pp. 123-134
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2019 ◽
Vol 14
(2)
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pp. 123
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