Evaluation of the Design Procedures of the Linked Column Frame System and improving its Seismic Behavior using Double Linked Column Pattern
The linked column frame (LCF) as a seismic resistant system with the ductile behavior using shear fuse will reduce the damage to other members of the structure at different hazard levels. In this paper, the seismic behavior of the LCF systems designed by Shoaib and Malakoutian procedures has been ev...
Guardado en:
Autores principales: | Elham Maroofi, Mohammad Reza Mansoori, Abdolreza Sarvghad Moghadam, Armin Aziminejad |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2021
|
Materias: | |
Acceso en línea: | https://doaj.org/article/c366bed96f394d72bbf7c44b75997091 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Analytical Assessment of Effects of Cover Plates on Improvement the Seismic Nonlinear Behavior of Moment Link to Column Connections in Eccentrically Braced Frames
por: hamed saffari, et al.
Publicado: (2019) -
A Study on the Performance-Based Seismic Design of Linked Column Frame (LCF) System Subjected to Near and Far-Field Earthquakes
por: majid Gholhaki, et al.
Publicado: (2020) -
Improving the seismic performance of eccentrically braced frames by using a ductile element
por: Morteza Naghipour, et al.
Publicado: (2017) -
Seismic shear demands in columns of RC frames accounting for dynamic amplification effects
por: Quintana Gallo,Patricio
Publicado: (2019) -
Proposal for seismic design coefficients for rocking steel braced frame
por: Navid Rahgozar, et al.
Publicado: (2019)