Seismic Behavior of End Connection Plates in Concentrically Steel Braced Frame

Seismic Behavior of End Connection Plates in Concentrically Steel Braced Frame

The aim of this study was to investigate the length of the gusset-plate hinge zone proposed by Iranian National Building Code (Part 10) for Special concentrically braced frames (SCBF). For this purpose, numerical studies were done on the seismic behavior of this frames using ABAQUS software. Numeric...

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Autores principales: Mohammad Reza Adib Ramezani, Alireza Ghelichkhani
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2020
Materias:
special concentrically braced frame
single and double gusset plate
tapered gusset plate
length of the gusset-plate hinge zone
ductility capacity
static cyclic loading
iranian national building code (part 10)
Bridge engineering
TG1-470
Building construction
TH1-9745
Acceso en línea:https://doaj.org/article/6e508e021f0a42cb9d6cf88bb780a666
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