Development of a connection equipped with fuse angles for steel moment resisting frames

X He, Y Chen, K Ke, T Shao, MCH Yam - Engineering Structures, 2022 - Elsevier
In this study, an innovative replaceable fuse connection for beam members in moment
resisting steel frames was proposed. Steel angles are designed as fuse elements for energy …

Enhancing seismic performance of steel buildings having semi-rigid connection with infill masonry walls considering soil type effects

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 …

[PDF][PDF] Evaluation of the seismic performance of special moment frames using incremental nonlinear dynamic analysis

M Khorami, M Khorami, H Motahar… - Struct. Eng …, 2017 - academia.edu
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 …

Study of the seismic behavior of rigid and semi-rigid steel moment-resisting frames

A Rigi, B JavidSharifi, MA Hadianfard… - Journal of Constructional …, 2021 - Elsevier
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 …

Experimental and numerical study on seismic performance of semi-rigid steel frame infilled with prefabricated damping wall panels

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 …

Behavior of semi-rigid steel frames under near-and far-field earthquakes

V Sharma, MK Shrimali, SD Bharti… - Steel and Composite …, 2020 - dbpia.co.kr
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 …

Numerical study of the cyclic behavior of steel plate shear wall systems (SPSWs) with differently shaped openings

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 …

An improved model reduction-modal based method for model updating and health monitoring of an offshore jacket-type platform

A Mojtahedi, H Hokmabady, A Yaghubzadeh… - Ocean …, 2020 - Elsevier
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 …

[PDF][PDF] Seismic performance of mid-rise steel frames with semi-rigid connections having different moment capacity

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 …

Seismic demand assessment of semi-rigid steel frames at different performance points

V Sharma, MK Shrimali, SD Bharti… - Steel and Composite …, 2021 - dbpia.co.kr
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 …