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

Autor: Federico Valenzuela-Beltrán, Mario D. Llanes-Tizoc, Eden Bojorquez, Juan Bojorquez, J. M. Leal-Graciano, Victor Baca, Robespierre Chavez, Alfredo Reyes-Salazar

Publikováno v: Applied Sciences, Vol 14, Iss 12, p 5067 (2024)

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

Externí odkaz: https://doaj.org/article/607de3cebfad40719170ca64537f0903

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Pseudo-dynamic Testing of a Large-Scale Steel Building with Innovative Column Base Connections: Design and Numerical Simulations

Autor: Elena Elettore, Fabio Freddi, Massimo Latour, Gianvittorio Rizzano

Publikováno v: Lecture Notes in Civil Engineering ISBN: 9783031038105

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4ee1dee60ae215048d855d1f516cbd2e
https://doi.org/10.1007/978-3-031-03811-2_84

Optimización del diseño de estructuras conformadas por pórticos de acero resistentes a momentos y amortiguadores de masa sintonizada (TMD)

Autor: Ramírez Ospina, Ana Milena, Cundumi Sánchez, Orlando, González Muñoz, José Alex, Villalba Morales, Jesús Daniel

Publikováno v: Ciencia e Ingenieria Neogranadina; Vol. 31 No. 2 (2021); 9-26
Ciencia e Ingeniería Neogranadina; Vol. 31 Núm. 2 (2021); 9-26
Ciencia e Ingeniería Neogranadina; v. 31 n. 2 (2021); 9-26

Conventional design methods for earthquake-resistant structures are based on the structure’s resistance, stiffness, and ductility in the inelastic range. Recent advances in the area seek to engender new methodologies based on seismic energy dissipa

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______2802::1be86aa41e572b7093f0655197fe8e44
https://hdl.handle.net/10654/42614

Performance-based assessment of seismic-resilient steel moment resisting frames equipped with innovative column base connections

Autor: Annarosa Lettieri, Fabio Freddi, Gianvittorio Rizzano, Elena Elettore, Massimo Latour

Many recent research studies have focused on developing innovative seismic-resilient structural systems to reduce repair costs and downtime in the aftermath of an earthquake. In this regard, dealing with steel Moment Resisting Frames (MRFs), recent r

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8d79e4fbae01283e634a23386921315f
http://hdl.handle.net/11386/4767733