Yield displacement of slender cantilever RC walls as a function of the seismic demand features
The yield displacement is a relevant parameter to design slender cantilever RC walls under seismic actions. If the wall is expected to undergo inelastic excursions, then the yield displacement is used to estimate ductility demands, which are in turn used to design boundary elements (confinement rein...
Guardado en:
Autores principales: | Rubina,Victoria, Morales,Alejandro |
---|---|
Lenguaje: | English |
Publicado: |
Universidad Católica de la Santísima Concepción
2021
|
Materias: | |
Acceso en línea: | http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-28132021000100031 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Simple estimation of the maximum elastic roof displacement of a slender cantilever RC wall accounting for dynamic effects
por: Quintana Gallo,Patricio
Publicado: (2018) -
Direct displacement-based design of special composite RC shear walls with steel boundary elements
por: H. Kazemi, et al.
Publicado: (2016) -
Seismic shear demands in columns of RC frames accounting for dynamic amplification effects
por: Quintana Gallo,Patricio
Publicado: (2019) -
Strength curve data for slender geopolymer concrete columns with GFRP, steel and hybrid reinforcement
por: Mohammad AlHamaydeh, et al.
Publicado: (2021) -
Behaviour of One-Way Reinforcement Concrete Cantilever Slabs with Circle Openings
por: Yaseen Aws N., et al.
Publicado: (2021)