Evaluating the Effect of Earthquake Vertical Component on Large Bay Steel Gabled Frame Located on Flexible Substrate using IDA
Because Steel Gabled Frame, SGF, is essentially a lightweight, in most cases, in addition to the horizontal earthquake component, their vertical component is also ignored. That's while with an increase of SGF bay, structural mass increases significantly and as a Result, vertical motion can prod...
Guardado en:
Autores principales: | Mohammad Malekizadeh, Ali Akbar Pirasteh, Navid Siahpolo |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2019
|
Materias: | |
Acceso en línea: | https://doaj.org/article/f8b67bdedd374bddb32b7c4b99dfb2f9 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Investigation of ground motion vertical and horizontal component effects on the IDA curves for the regular and irregular steel moment frames
por: mehrdad talebzade zaviyeh, et al.
Publicado: (2019) -
Probabilistic assessment of steel moment frames incremental collapse (ordinary, intermediate and special) under earthquake
por: Kourosh Mehdizadeh, et al.
Publicado: (2017) -
Probabilistic seismic assessment of RC frame structures in North of Iran using fragility curves
por: Ali Naseri, et al.
Publicado: (2017) -
Lorey height for vertical stratification of an Alluvial Ombrophilous Forest
por: dos Santos Vieira,Diego, et al.
Publicado: (2020) -
Fragility curves for seismic assessment of reinforced concrete buildings with shape memory alloy in regular, torsional irregularity and extreme torsional irregularity
por: pedram omidian, et al.
Publicado: (2019)