A Pushover Procedure Based on the Modal Story Shear and Torsional Moment for Asymmetric-Plan Buildings under Simultaneous Bi-Directional Seismic Excitation
In this paper, a modal pushover method is introduced for the assessment of the asymmetric-plan buildings in which, a load pattern is derived based on the story shears and story torque of building due to the simultaneous excitation in x and y directions. The proposed method is a single-run procedure...
Enregistré dans:
Auteurs principaux: | Kazem Shakeri, Elahe Khansoltani |
---|---|
Format: | article |
Langue: | FA |
Publié: |
Iranian Society of Structrual Engineering (ISSE)
2021
|
Sujets: | |
Accès en ligne: | https://doaj.org/article/16356c77c54749538783f43875ff14f6 |
Tags: |
Ajouter un tag
Pas de tags, Soyez le premier à ajouter un tag!
|
Documents similaires
-
The effects of corrosion on seismic performance of reinforced concrete moment frames
par: Mohsen Ali Shayanfar, et autres
Publié: (2018) -
Evaluation of Seismic Performance Parameters of Steel Moment Frames Using Conventional and Advanced Pushover Methods with Considering Higher Mode and Near Field Pulse-Type Effects
par: Navid Siahpolo, et autres
Publié: (2016) -
Fragility curves for seismic assessment of reinforced concrete buildings with shape memory alloy in regular, torsional irregularity and extreme torsional irregularity
par: pedram omidian, et autres
Publié: (2019) -
Investigation of seismic response of asymmetric buckling restrained braced frames equipped with zipper struts
par: Nader Hoveidae, et autres
Publié: (2021) -
Evaluation of effect of tuned liquid dampers and modified tuned liquid dampers on seismic response of steel moment resisting frames
par: Nader Hoveidae, et autres
Publié: (2021)