FORMULAE TO PREDICT REQUIRED TENSILE STRENGTHS OF CONNECTIONS AT TOP AND BOTTOM OF COLUMNS IN SHEATHED WALL WITH OPENINGS BY CONVENTIONAL POST AND BEAM STRUCTURAL SYSTEM
Author:
Affiliation:
1. Nakamura Co. Ltd.
2. Inayama Architect
3. Department of Architecture, School of Science & Engineering, Kinki University
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/68/563/68_KJ00004088970/_pdf
Reference3 articles.
1. 4) GUPTA Ajaya K. Wood-Framed Shear Walls with Uplifiting. ASCE. (1987) vol.113, no.2, p.241-259.
2. 5) GUPTA Ajaya K. Modeling of A Wood-Framed House. ASCE. (1987) vol.113, no.2, p.260-278.
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3. PROPOSAL AND VERIFICATION ON FORMULA TO EVALUATE REQUIRED TENSILE CAPACITIES OF CONNECTIONS AT COLUMN'S TOP AND BOTTOM FOR CONVENTIONAL POST AND BEAM STRUCTURAL SYSTEM CONSIDERING THREE DIMENSION EFFECT;Journal of Structural and Construction Engineering (Transactions of AIJ);2008
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