Structural Behavior of End-Plate Beam-to-Column Connections
Structural Behavior of End-Plate Beam-to-Column Connections
DOI:
https://doi.org/10.51473/rcmos.v1i2.2025.1641Keywords:
Rotational Stiffness. End-Plate Connections. Beam-to-Column Joints. Steel Frame Structures. Semi-Rigid Connections.Abstract
The stiffness of beam-to-column connections in steel structures plays a critical role in ensuring structural safety and performance. This study presents a comprehensive review of the classification, modeling, and design of steel connections, based on international standards such as AISC 360-22 and Eurocode 3. Particular emphasis is placed on the influence of connection components on rotational stiffness and the implications for structural analysis. The study also applies the procedures outlined in the AISC Design Guide 16 to evaluate different end-plate configurations. While theoretical models are discussed, the study refrains from calculating actual connection rotations, encouraging designers to assess them through appropriate methods.
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Copyright (c) 2025 Matheus Felipe Azevedo (Autor)
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