THE ELASTO-PLASTIC BEHAVIORS OF JOINT PANELS AT THE CONNECTION OF RECTANGULAR STEEL COLUMN AND TWO H-SHAPED BEAMS WITH DIFFERENT DEPTH
Author:
Affiliation:
1. Dept. of Architectural Eng., Graduate School of Eng., Osaka Univ.
2. Dept. of Architectural and Environmental Design, Graduate School of Eng., Kyoto Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/65/533/65_KJ00004087933/_pdf
Reference1 articles.
1. INELASTIC RESPONSE BEHAVIOR OF BEAM FRACTURED STEEL BUILDING STRUCTURE SUFFERED FROM THE 1995 HYOGOKEN-NANBU EARTHQUAKE
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