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http://dx.doi.org/10.7781/kjoss.2017.29.4.323

Rotational Stiffness Reduction Factors of End-plate Connection for PEB Using Finite Element Analysis  

Lee, Jun-Seop (School of Architectural Engineering, Kyungpook National University)
Shin, Kyung-Jae (School of Architectural Engineering, Kyungpook National University)
Lee, Swoo-Heon (School of Convergence & Fusion System Engineering, Kyungpook National University)
Lee, Hee-Du (Institute of Building Safety Technology, National University)
Kim, Cheol-Hwan (School of Architectural Engineering, Kyungpook National University)
Publication Information
Journal of Korean Society of Steel Construction / v.29, no.4, 2017 , pp. 323-330 More about this Journal
Abstract
The pre-engineered building(PEB) construction has been gradually applied to single story buildings as a practical and efficient alternative to conventional buildings. However, there has been a few structure collapse due to suddenly excessive load. Although a structure design requires accurate and professional skills, the PEB system tends to be designed simply because of complexation of structural analysis for connections. This paper shows the finite element analysis(FEA) using ABAQUS software on bolted connection which was previously tested. The FEA condignly simulated the behavior of bolted connection in PEB system and was in close agreement with experimental results. Then the stiffness reduction factor of the bolted joints that can be used in the actual design is presented through the analysis of the joint parameters.
Keywords
Pre-engineered building; End plate connection; Finite element analysis; Structural collapse; ABAQUS;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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