Seismic performance assessment of steel moment frames with non-parallel system irregularity

Many structures exhibit non-orthogonal systems irregularity based on architectural design, which is a type of torsional irregularity. This paper evaluates the inelastic response of multi-story steel moment resisting frames with this type of irregularity. A parametric study is carried out on six buil...

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Bibliographic Details
Main Authors: Payam Tehrani, Ariya Eini
Format: Article
Language:English
Published: Semnan University 2022-11-01
Series:Journal of Rehabilitation in Civil Engineering
Subjects:
Online Access:https://civiljournal.semnan.ac.ir/article_5967_dbabd64e33ef60a7213fd9d8074e7090.pdf