ULTIMATE BEHAVIOR OF FASTENER CONNECTIONS OF THIN STAINLESS STEEL PLATES : Study on light-weight stainless steel structures Part4
Author:
Affiliation:
1. Dept. of Architecture, the Univ. of Tokyo
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/67/556/67_KJ00004075861/_pdf
Reference4 articles.
1. LOCAL BUCKLING AND EFFECTIVE WIDTH OF THIN-WALLED STAINLESS STEEL STUB-COLUMNS : Study on light-weight stainless steel structures Part 1
2. FLEXURAL BUCKLING OF CENTRALLY LOADED COLUMNS OF THIN-WALLED STAINLESS STEEL : Study on light-weight stainless steel structures Part 2
3. A STUDY ON STRUCTURAL BEHAVIOR OF THIN-WALLED STAINLESS STEEL OF TUBULAR BRANCH JOINTS : Study on light-weight stainless steel structures Part 3
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