Comparison between the Dynamic Responses of Steel Buildings with Medium and Deep Columns under Several Seismic Intensities

Structural engineers often use deep columns in high seismic areas to reduce drifts, yet this somehow contradicts what is stated in some tests in the sense that even though deep columns may satisfy current seismic provisions, they can suffer premature twisting; this is an indication that a lot of res...

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Detalles Bibliográficos

Principais autores:	Federico Valenzuela-Beltrán, Mario D. Llanes-Tizoc, Eden Bojorquez, Juan Bojorquez, J. M. Leal-Graciano, Victor Baca, Robespierre Chavez, Alfredo Reyes-Salazar
Formato:	Artigo
Idioma:	Inglês
Publicado:	MDPI AG 2024-06-01
Series:	Applied Sciences
Assuntos:	moment-resisting steel frames deep columns low-, mid-, and high-rise buildings seismic loading local and global response
Acceso en liña:	https://www.mdpi.com/2076-3417/14/12/5067
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