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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Hlavní autoři: Romero Romero, Carlos Alberto, Sarcos Portillo, Antonio Ramón
Médium: Online
Jazyk:spa
Vydáno: Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2019
On-line přístup:https://revistas.uclave.org/index.php/gt/article/view/2079
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