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
Schlagworte:	Allowable shear strength R/C column Residual shear crack width Shear reinforcement Ultimate shear strength
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Beschreibung
Zusammenfassung:	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.
ISSN:	1341-9463 1881-8188
DOI:	10.3130/aijt.19.555