AIJ Journal of Technology and Design
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
Structures
DISCUSSION ON ULTIMATE SHEAR STRENGTH OF REINFORCED CONCRETE BEAM-COLUMN JOINT WITH DIFFERENT LEVELS ON BEAMS
Tianwen DONG
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2025 Volume 31 Issue 77 Pages 252-257

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Abstract

In this study, the joint shear strength is discussed on reinforced concrete column-beam joints with different floor levels on beams (stepped beam joint). 1) Compared to a normal interior joint, the stress transfer in the stepped beam joint is more complicated, making it difficult to properly evaluate the shear strength of the joint using the AIJ toughness guideline formula. 2) The shear strength of stepped beam joints can be reasonably evaluated based on a split strut mechanism that takes into account the presence of steps and the effect of the anchorage type of the beam reinforcement.

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© 2025, Architectural Institute of Japan
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