ALLOWABLE AND ULTIMATE SHEAR STRENGTH OF R/C COLUMNS USING 685N/mm2 SHEAR REINFORCEMENT

ALLOWABLE AND ULTIMATE SHEAR STRENGTH OF R/C COLUMNS USING 685N/mm2 SHEAR REINFORCEMENT

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 o...

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Veröffentlicht in:AIJ Journal of Technology and Design 2013/06/20, Vol.19(42), pp.555-560
Hauptverfasser: MASUO, Kiyoshi, DOUSHITA, Wataru, MORI, Yasushige
Format: Artikel
Sprache:eng ; jpn
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Allowable shear strength
R/C column
Residual shear crack width
Shear reinforcement
Ultimate shear strength
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container_title AIJ Journal of Technology and Design
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creator MASUO, Kiyoshi
DOUSHITA, Wataru
MORI, Yasushige
description 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.
doi_str_mv 10.3130/aijt.19.555
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subjects Allowable shear strength
R/C column
Residual shear crack width
Shear reinforcement
Ultimate shear strength
title ALLOWABLE AND ULTIMATE SHEAR STRENGTH OF R/C COLUMNS USING 685N/mm2 SHEAR REINFORCEMENT
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