THE SHEAR FORCE LOADING TEST FOR THE BEAM-TO-COLUMN JOINT PANELS OF RECTANGULAR AND CIRCULAR HOLLOW SECTION
Author:
Affiliation:
1. Dept. of Architectural Eng., Faculty of Eng., Osaka University
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/62/502/62_KJ00004100808/_pdf
Reference2 articles.
1. YIELD STRENGTH OF BEAM-TO-COLUMN JOINT PANEL OF HOLLOW SECTIONS : Results of FEM Analysis and a Proposal of Equations of Yield Strength
2. 22) KATO Ben. Beam-To-Column Connection Research In Japan. Jurnal of the Structural Division. ASCE. (1982) vol.108, no.ST2, p.343-360.
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