Evaluation of new composite rigid joint under cyclic loading and its effect on one-floor composite frame
In order to improve the performance of structure against lateral and gravity loads, new systems known as composite systems consisting of the reinforced concrete columns and steel beams (RCS) can be used and thereby the advantages of concrete beside steel are acquired. RCS joints can be implemented a...
Guardado en:
Autores principales: | Azadeh Haghighat, Neamat Allah Heydarian, Mohammad Kazem Sharbatdar |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2017
|
Materias: | |
Acceso en línea: | https://doaj.org/article/12f8e972e24b46e090a3f77a09ef727d |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Experimental Evaluation of RC Damaged Frames Rehabilitated at Critical Zones with CFRP Composite layers
por: Ali Kheyroddin, et al.
Publicado: (2019) -
Flexural Strengthening of Continuous RC Beams Using HPFRCC Precast Laminates
por: Alireza Bitaraf, et al.
Publicado: (2021) -
Experimental Investigation on Flexural Behaviour and Ductility of Two-Span RC Beams Cast with High Performance Composites HPFRCC
por: ramin ehsani, et al.
Publicado: (2020) -
Investigation on using stiffness in Slotted web connection under cyclic load
por: Hamid Mirshekar, et al.
Publicado: (2019) -
Effect of Stiffeners on Contribution of Peripheral Frame and Seismic Behavior of Stiffened Steel Plate Shear Wall
por: Parviz Ebadi, et al.
Publicado: (2020)