An experimental study of reinforced concrete beamcolumn joint with partially high strengthened longitudinal bar

It is necessary to generate the yield position away from the column face to minimize damage to the beam-column joint during a large earthquake in a reinforced concrete building. The same efficacy can be realized using partially high strengthened rebar. The number of longitudinal bars can be calculat...

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Bibliographic Details

Published in:	Acta Polytechnica CTU Proceedings
Main Authors:	Yoshiyuki Murata, Kazuhiro Kitayama, Shinji Kishida, Ken Murakami
Format:	Article
Language:	English
Published:	Czech Technical University in Prague 2022-03-01
Subjects:	induction heating partially high strengthened longitudinal bar reinforced concrete beam-column joint
Online Access:	https://ojs.cvut.cz/ojs/index.php/APP/article/view/8031