ULTIMATE MOMENT OF REINFORCED CONCRETE EXTERIOR BEAM-COLUMN JOINT
Author:
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/78/693/78_1949/_pdf
Reference14 articles.
1. 5) Shiohara, H. : New Model for Shear Failure of RC Interior Beam-Column Connections, Journal of Structural Engineering, ASCE, Volume 127, Issue 2, pp.152-160, 2001.2
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. APPROXIMATE EQUATION FOR ULTIMATE MOMENT OF REINFORCED CONCRETE EXTERIOR BEAM-COLUMN JOINT WITH BENT BAR ANCHORAGE;AIJ Journal of Technology and Design;2024-06-20
2. JOINT HINGING FAILURE AND AXIAL FAILURE OF REINFORCED CONCRETE CORNER COLUMN-BEAM JOINT UNDER VARYING AXIAL AND BI-LATERAL LOADS;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-02-01
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