Nonlinear Numerical Assessment of Steel Reduced Beam Section Connections

Bompa, Dan V.; Bogdan, Teodora; Elghazouli, Ahmed Y.; Nuñez, Edurne; Eatherthon, Matthew R.; Leon, Roberto T.

doi:10.1007/978-3-031-03811-2_23

Cited by 2 publications

(1 citation statement)

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“…The authors advised using end-plate moment connections with appropriate design considerations in seismic regions to ensure performance under earthquakes. Bompa and Elghazouli (2019) studied reduced beam section (RBS) connections in steel structures. Based on literature review and nonlinear time-history analysis, RBS connections exhibited superior seismic performance, with increased strength, stiffness and ductility compared to traditional connections.…”

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confidence: 99%

Seismic behaviour of the non-straight steel beams in the structural plans

Rashidiyan,

Mirghaderi,

Mohebbi

et al. 2024

IJSI

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Purpose This research study focuses on investigating the seismic performance of non-straight beams in steel structures and exploring the mechanism by which plastic hinges are formed within these beams. The findings contribute to the understanding of their behaviour under seismic loads and offer insights into their potential for enhancing the lateral resistance of the structure. The abstract of the study highlights the significance of corners in structural plans, where non-coaxial columns, diagonal elements or beams deviating from a straight path are commonly observed. Typically, these non-straight beams are connected to the columns using pinned connections, despite their unknown seismic behaviour. Recognizing the importance of generating plastic hinges in special moment resisting frames and the lack of previous research on the involvement of these non-straight beams, this study aims to address this knowledge gap.Design/methodology/approachThis study examines the seismic behaviour and plastic hinge formation of non-straight beams in steel structures. Non-straight beams are beams that connect non-coaxial columns and diagonal elements, or deviate from a linear path. They are usually pinned to the columns, and their seismic contribution is unknown. A critical case with a 12-m non-straight beam is analysed using Abaqus software. Different models are created with varying cross-section shapes and connection types between the non-straight beams. The models are subjected to lateral monotonic and cyclic loads in one direction. The results show that non-straight beams increase the lateral stiffness, strength and energy dissipation of the models compared to disconnected beams that act as two cantilevers.FindingsThe analysis results reveal several key findings. The inclusion of non-straight beams in the models leads to increased lateral stiffness, strength and energy dissipation compared to the scenario where the beams are disconnected and act as two cantilever beams. Plastic hinges are formed at both ends of the non-straight beam when a 3% drift is reached, contributing to energy damping and introducing plasticity into the structure. These results strongly suggest that non-straight beams play a significant role in enhancing the lateral resistance of the system. Based on the seismic analysis results, this study recommends the utilization of non-straight beams in special moment frames due to the formation of plastic hinges within these beams and their effective participation in resisting lateral seismic loads. This research fills a critical gap in understanding the behaviour of non-straight beams and provides valuable insights for structural engineers involved in the design and analysis of steel structures.Originality/valueThe authors believe that this research will greatly contribute to the knowledge and understanding of the seismic performance of non-straight beams in steel structures.

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confidence: 99%