STRUCTURAL BEHAVIOURS OF H-SECTION WEAK AXIS COLUMN TO H-SECTION BEAM CONNECTION WITH HIGH STRENGTH BOLTS
Author:
Affiliation:
1. Dept. of Design and Architecture, Faculty of Eng., Chiba Univ.
2. Graduate School of Science and Technology, Chiba Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/70/596/70_KJ00004392946/_pdf
Reference2 articles.
1. 5) DEVIES Gwyrne. Predicting the strength of branch plate-RHS connections for punching shear-CAN. J. CIV. Engineering. (1982) vol.Vol.9, p.458-467.
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