周辺支持直角二等辺三角形板のせん断および圧縮座屈後の挙動

Research Japanese OPEN
若杉, 昇八; 阪口, 健一; 後藤, 善弘;
(1968)

After buckling, the behavior of plates is quite different from that of compressed columns. Namely,the critical load for a column can be considered as the ultimate load,but a thin buckled plate can carry a much larger load than the critical load at which buckling begins.... View more
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