Frames with Intentionally Eccentric W-Shape, C-Shape, and Round HSS Braces

 

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Autor: González Ureña, Andrés
Format: artículo original
Estat:Versión publicada
Data de publicació:2025
Descripció:Steel Frames with Intentionally Eccentric Braces (FIEBs) are an innovative Seismic Force-ResistingSystem (SFRS) that offers significant advantages compared to Concentrically Braced Frames (CBFs).Recent research has shown that the adjustable stiffness and strength of Braces with IntentionalEccentricity (BIEs) with square Hollow Structural Section (HSS) bracing members allows for a bettercontrol over the structure’s dynamic response and for a reduction of the capacity-based design forces onthe non-energy-dissipating members.In this article, the aptness of W-shapes, C-shapes, and round HSSs to be employed as bracingmembers in multi-story FIEBs is evaluated preliminarily. To this end, hypothetical buildings with FIEBsbased on the three section types as their SFRS are designed using a displacement-based procedure forthe seismic hazard of locations in Costa Rica, and their performance is assessed numerically with Non-Linear Response History Analysis (NLRHA).The results show that the three section types produce FIEBs that display a satisfactory seismicresponse in terms of maximum story drifts and story shears, and that the use of W-shape BIEs results inthe most cost-effective designs.
Pais:Portal de Revistas UCR
Institution:Universidad de Costa Rica
Repositorio:Portal de Revistas UCR
Idioma:Español
OAI Identifier:oai:portal.revistas.ucr.ac.cr:article/379
Accés en línia:https://revistas.ucr.ac.cr/index.php/ringenieria/article/view/379
Paraula clau:Braces with Intentional Eccentricity (BIEs)
earthquake-resistant design
Frames with Intentionally Eccentric Braces (FIEBs)
Non- Linear Response History Analysis (NLRHA)
steel braced frames
Análisis no lineal dinámico
diseño sismorresistente
marcos arriostrados de acero
marcos con riostras intencionalmente excéntricas
riostras intencionalmente excéntricas