Elastoplastic behavior of welded connections in square section steel pipes submitted to monotonic load

Elastoplastic behavior of welded connections in square section steel pipes submitted to monotonic load

This research aims to analyze the elastoplastic behavior of welded connections of square section steel tubes subjected to monotonic loading, by means of the theoretical - experimental comparative analysis of the distortion of the cross section geometry of the elements of the beam - column joint. For...

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書誌詳細
主要な著者:	Romero Romero, Carlos Alberto, Sarcos Portillo, Antonio Ramón
フォーマット:	Online
言語:	spa
出版事項:	Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2019
オンライン･アクセス:	https://revistas.uclave.org/index.php/gt/article/view/2079
タグ:	タグ追加タグなし, このレコードへの初めてのタグを付けませんか!

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