Assessment of Spectrum Modification Factor for Design of Steel Moment Frames in Near Fault Regions
Iranian Seismic design code (standard No. 2800) increases the design spectrum ordinates by a modification factor (N factor), to consider the damaging effects of near fault ground motions in design procedure of structures. Accordingly, the spectrum modification factor depends on fundamental period of...
Enregistré dans:
Auteurs principaux: | Reza Vahdani, Mohsen Gerami, Morteza Razi |
---|---|
Format: | article |
Langue: | FA |
Publié: |
Iranian Society of Structrual Engineering (ISSE)
2018
|
Sujets: | |
Accès en ligne: | https://doaj.org/article/07292acf36044f648878e401e4e6d6fc |
Tags: |
Ajouter un tag
Pas de tags, Soyez le premier à ajouter un tag!
|
Documents similaires
-
Comparison between the behavior of RCS and Concrete Moment Frames under Near Fault Earthquakes
par: fereshteh khorasani, et autres
Publié: (2019) -
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) -
Evaluation of Park-Ang Damage Indicator in collisions of two adjacent frames under the near-fault field disturbances
par: Mohsen Gerami, 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) -
Investigation of ground motion vertical and horizontal component effects on the IDA curves for the regular and irregular steel moment frames
par: mehrdad talebzade zaviyeh, et autres
Publié: (2019)