Investigation of ground motion vertical and horizontal component effects on the IDA curves for the regular and irregular steel moment frames
The effect of seismic vertical components on the seismic behavior of structural systems can be considerable. The vertical component of ground motion records can cause the brittle collapse of columns resulting in global collapse of structures. This effect is more crucial for near fault ground motions...
Enregistré dans:
Auteurs principaux: | mehrdad talebzade zaviyeh, hamid saberi, vahid saberi, amin moshtagh |
---|---|
Format: | article |
Langue: | FA |
Publié: |
Iranian Society of Structrual Engineering (ISSE)
2019
|
Sujets: | |
Accès en ligne: | https://doaj.org/article/65e3e4ed389e44d1ac09ca65c86930b9 |
Tags: |
Ajouter un tag
Pas de tags, Soyez le premier à ajouter un tag!
|
Documents similaires
-
Performance of base-isolated moment resisting steel frames subjected to pounding effects under near-field earthquake ground motions
par: Mona Ghalehnoy, et autres
Publié: (2021) -
Match Compliance of Conventional Design Codes with Instructions for Seismic Rehabilitation of Buildings in Performance Evaluation of Steel Moment Frames
par: M. A. Najafgholipour, et autres
Publié: (2019) -
Assessment of Spectrum Modification Factor for Design of Steel Moment Frames in Near Fault Regions
par: Reza Vahdani, et autres
Publié: (2018) -
Nonlinear dynamic analysis of steel buildings subjected to earthquakes
par: Núñez,F., et autres
Publié: (2021) -
Evaluation of seismic reliability of steel moment resisting frames rehabilitated by concentric braces with probabilistic models
par: Fateme Rezaei, et autres
Publié: (2017)