Effect of the anchorage type on ultimate shear strength of reinforced concrete beam-column joint with different floor levels

被引：0

作者：

Dong T. ^{[1
]}

Hanai N. ^{[2
]}

Ninakawa T. ^{[3
]}

机构：

[1] Graduate School of Human-Environment Studies, Kyushu Univ.

[2] Dept. of Architecture, Faculty of Architecture and Civil Engineering, Kyushu Sangyo Univ.

[3] Dept. of Architecture and Urban Design, Faculty of Human-Environment Studies, Kyushu Univ.

来源：

AIJ Journal of Technology and Design | 2021年 / 27卷 / 65期

关键词：

Beam-column joint with different floor levels; Development by 90-degree hook; One direction gradual increase loading experiment; Straight development; Ultimate shear strength;

D O I：

10.3130/AIJT.27.237

中图分类号：

学科分类号：

摘要：

This report showed experiment results of beam-cloumn joint with different floor levels on beam. The purpose of this experiment is comparing the effect that the anchorage type exerts on ultimate shear strength of beam-cloumn joint. The experiment was conducted on one direction gradual increase loading, and two specimens with different anchorage types of the main bars of beam were designed. The conclusion is as follows: Compared to the specimen with development by 90-degree hook, the ultimate shear strength of the specimen with straight development was increased, however the strength was more dramatically deteriorated. © 2021 Architectural Institute of Japan. All rights reserved.

引用

页码：237 / 241

页数：4