Effects of Shear Span-Ratio and Axial Force on Structural Performance of Ces Columns With Wing Wall


Abstract eng:
A static analysis and static loading tests were conducted to investigate the effects of shear-span and axial force on structural performance of CES columns with wing wall in the one side. It was indicated through the analytical results that the shear-span length of column became about half of the column height when the column was subjected to compression in the bottom, while the shear-span length became about column height when the column was subjected to compression at wing wall in the bottom. In the experimental results, the shear failure of the wing wall tends to occur earlier, because significant shear cracks occurred in the wing wall. In addition, it was confirmed that the shear failure at wing wall in the top tended to occur in the loading direction when subjected to high compression axial force at column in the bottom.

Contributors:
Conference Title:
Conference Title:
16th World Conference on Earthquake Engineering
Conference Venue:
Santiago (CL)
Conference Dates:
2017-01-09 / 2017-01-13
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Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2017-01-18, last modified 2017-01-18


Original version of the author's contribution as presented on USB, paper 3246.:
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