F Kazemi, N Asgarkhani, R Jankowski - Soil Dynamics and Earthquake …, 2024 - Elsevier
Unpreventable constructional defects are the main issues in the case of steel Moment- Resisting Frames (MRFs) that mostly occur in the rigidities of beam-to-column connections …
In this paper, the incremental nonlinear dynamic analysis is used to evaluate the seismic performance of steel moment frame structures. To this purpose, three special moment frame …
Steel moment resisting frames are prevalent seismic force resisting systems that are used extensively in high seismic regions worldwide. New design procedures suggested by codes …
C Zhang, W Huang, H Wang, J Gao - Engineering Structures, 2021 - Elsevier
This study proposes an innovative prefabricated damping wall panels infill for semi-rigid connected steel frame to release adverse infill-frame interaction. The comparative …
The realistic modeling of the beam-column semi-rigid connection in steel frames attracted the attention of many researchers in the past for the seismic analysis of semi-rigid frames …
MM Ali, SA Osman, OA Husam… - Steel and Composite …, 2018 - dbpia.co.kr
This paper presents the development of finite element (FE) models to simulate the behavior of diagonally stiffened steel plate shear wall systems (SPSWs) with differently shaped …
Numerous constructed jacket platforms in the Persian Gulf require continuous monitoring due to aging which poses a significant hazard to the environment. The main aim of this study …
M Bayat, SM Zahrai - Steel Compos. Struct, 2017 - researchgate.net
Seismic performance of hybrid steel frames defined as mixture of rigid and semi-rigid connections is investigated in this paper. Three frames with 10, 15 and 20 stories are …
The seismic performance of rigid steel frames is widely investigated, but that of semi-rigid (SR) steel frames are not studied extensively, especially for near-field earthquakes. In this …