BEHAVIOR OF JOINT PANELS IN CHS COLUMN TO BEAM CONNECTIONS
Author:
Affiliation:
1. Graduate School of Sci. and Tech., Kobe Univ.
2. Dept. of Arch. and Civil Eng., Faculty of Eng., Kobe Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/64/518/64_KJ00004087471/_pdf
Reference4 articles.
1. 7) TANAKA H. Limit Analysis of Beam-Column Connections(XII). Trans. of A. I. J.. (1971) no.185, p.55-64.
2. YIELD STRENGTH OF BEAM-TO-COLUMN JOINT PANEL OF HOLLOW SECTIONS : Results of FEM Analysis and a Proposal of Equations of Yield Strength
3. 11) NAMBA H. Behavior of joint panels of beam to CHS column connections. Proc. of 5th international colloquium on SDSS. (1997) vol.1, p.359-366.
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