Proposal for seismic design coefficients for rocking steel braced frame
Rocking steel braced frames are capable of reducing seismic damage through directing damage in energy dissipation elements. This paper quantifies seismic design factors for the controlled rocking self-centering braced frame including response modification, over-strength, and ductility parameters thr...
Guardado en:
Autores principales: | Navid Rahgozar, Abdolreza S Moghadam |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2019
|
Materias: | |
Acceso en línea: | https://doaj.org/article/ded80677ce7c4c618177d0d913de3f0a |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Seismic Performance of Concentrically Steel Braced Frames with Eccentric Gusset Plates
por: Amin Ghannadiasl, et al.
Publicado: (2019) -
Comparison of the performance of the structure with a Chevron braced frame with Zipper braced frame
por: Elham Pakbaz, et al.
Publicado: (2020) -
Probabilistic assessment of steel moment frames incremental collapse (ordinary, intermediate and special) under earthquake
por: Kourosh Mehdizadeh, et al.
Publicado: (2017) -
An investigation on the effect of gusset plate connection rigidity on the seismic behavior of special concentrically braced frames
por: Ali Esnaashari, et al.
Publicado: (2016) -
Overstrength of Displacement-Based Designed Eccentrically Braced Steel Frames
por: Sina Farahani, et al.
Publicado: (2016)