Steel and Composite Structures

  • 제19권6호
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  • Pages.1483-1499
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  • 2015
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Ultimate strength of long-span buildings with P.E.B (Pre-Engineered Building) system

  • Lee, Seong-Hui (Office Equipment Examination Division, Patent Examination Bureau I, Korean Intellectual Property Office) ;
  • Kim, Young-Ho (Institute of R&D, Jiseung Consultant Co., Ltd.) ;
  • Choi, Sung-Mo (School of Architectural Engineering, University of Seoul)
  • 투고 : 2014.04.14
  • 심사 : 2015.11.05
  • 발행 : 2015.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

With the improvement of the quality of construction materials and the development of construction technologies, large-scale long-span steel frame buildings have been built recently. The P.E.B system using tapered members is being employed as an economically-efficient long-span structure owing to its advantage of being able to distribute stress appropriately depending on the size of sectional areas of members. However, in December 2005 and in February 2014, P.E.B buildings collapsed due to sudden loads such as snow loads and wind gusts. In this study, the design and construction of the P.E.B system in Korea were analyzed and its structural safety was evaluated using the finite element analysis program to suggest how to improve the P.E.B system in order to promote the efficient and rational application of the system.

키워드

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피인용 문헌

  1. Lateral-torsional buckling of functionally graded tapered I-beams considering lateral bracing vol.28, pp.4, 2018, https://doi.org/10.12989/scs.2018.28.4.403