OUT-OF-PLANE BEHAVIOR OF COLUMN SKIN PLATE IN RHS COLUMN-TO-SPLIT-T TENSILE CONNECTION WITH HIGH-STRENGTH BOLTS
Author:
Affiliation:
1. Graduate School of Science and Technology, Chiba Univ.
2. Dept, Design and Architecture, Faculty of Eng., Chiba Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/68/567/68_KJ00004089194/_pdf
Reference2 articles.
1. 6) ANSYS Inc. ANSYS Theory Manual. ANSYS, Inc.. (2001)
2. STRUCTURAL PROPERTY OF H-SHAPED BEAM TO BOX COLUMN CONNECTIONS WITH HIGH-STRENGTH BLIND BOLTS-Tensile behavior of local models of the beam to column connections
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1. STRUCTURAL PERFORMANCE OF WEB PLATE OF H-SECTION MEMBER-TO-SPLIT-TEE TENSILE CONNECTION WITH HIGH-STRENGTH BOLTS;Journal of Structural and Construction Engineering (Transactions of AIJ);2007
2. Application of steel channels as stiffeners in bolted moment connections;Journal of Constructional Steel Research;2005-12
3. STRUCTURAL PERFORMANCE OF FLANGE PLATE OF H-SECTION MEMBER-TO-SPLIT-T TENSILE CONNECTION WITH HIGH-STRENGTH BOLTS;Journal of Structural and Construction Engineering (Transactions of AIJ);2003
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