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- W2392962752 abstract "Based on low-cycle loading experiment of six specimens of steel reinforced high strength concrete( SRHC) short-pier shear walls with rectangular section,the bearing capacity,hysteretic response and failure pattern of the specimens with different types of steel reinforcement and different compression ratios were studied. The results indicate that lattice steel reinforced specimens and solid steel reinforced specimens exhibit similar damage patterns. Embedded steel plate of the solid steel reinforced specimens effectively inhibits the development of shear cracks. The influences of compression ratios on bearing capacity and ductility for both kinds of steel reinforced specimens are similar,namely, with the increase of axial compression ratios,the loading capacity improves while the ductility becomes worse. Compared with solid steel reinforced specimens,the lattice steel reinforced specimens have higher loading capacity and worse ductility. Based on the test results,strength formulas for SRHC short-pier shear walls were proposed. The formulas are in good agreement with experimental results." @default.
- W2392962752 created "2016-06-24" @default.
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- W2392962752 date "2014-01-01" @default.
- W2392962752 modified "2023-09-24" @default.
- W2392962752 title "Experimental study on seismic behavior of steel reinforced high strength concrete short-pier shear walls with rectangular section" @default.
- W2392962752 hasPublicationYear "2014" @default.
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