AIJ Journal of Technology and Design
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
Structures
ALLOWABLE AND ULTIMATE SHEAR STRENGTH OF R/C COLUMNS USING 685N/mm2 SHEAR REINFORCEMENT
Kiyoshi MASUO, Wataru DOUSHITA, Yasushige MORI
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Keywords: R/C column, Shear reinforcement, Residual shear crack width, Allowable shear strength, Ultimate shear strength
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2013 Volume 19 Issue 42 Pages 555-560

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Abstract
The authors proposed estimation formula of allowable shear strength of R/C beams in consideration of residual shear crack width. However, this formula is not applied to R/C columns. The authors conduct tests of R/C columns using 685N/mm2 shear reinforcement under comparative low axial force. Based on these tests result, the precision of estimated allowable and ultimate shear strength of R/C columns is clarified.
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© 2013 Architectural Institute of Japan
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