| 논문명 |
P.E.B 시스템 장스팬 박공형 창고 건물의 극한내력평가 / Evaluation of Ultimate Strength of Long-Span Single Story Buildings with P.E.B(Pre-Engineered Building) System |
| 저자명 |
김용환(Kim Yong-Hwan) ; 이성희(Lee Seong-Hui) ; 최성모(Choi Sung-Mo) |
| 발행사 |
대한건축학회 |
| 수록사항 |
대한건축학회논문집 구조계, v.25 n.10 (2009-10) |
| 페이지 |
시작페이지(11) 총페이지(8) |
| ISSN |
12269107 |
| 주제분류 |
구조 |
| 주제어 |
P.E.B. 시스템 ; 춤이 큰 변단면 보 ; 비틀림 횡좌굴 ; 국부 좌굴 ; 연성 설계//P.E.B.(Pre-Engineered Metal Building) System ; Tapered Deep Beam ; Lateral-Torsional Buckling ; Local Buckling ; Ductile Design |
| 요약2 |
Recently, with the improvement of the quality of construction materials and development of construction technologies, large-scale long-span steel skeleton buildings have been built. The PEB system using tapered members is being employed as an economically-efficient long-span structure thanks to its advantage that stress can be distributed appropriately to the size of sectional areas of members. However, a PEB building collapsed due to sudden loads such as snow load and gust in December 2005. In this study, the design and construction of the PEB system in Korea were analyzed and its structural safety was evaluated using the finite element analysis to suggest how to improve the PEB system in order to promote efficient and rational application of the system. |
| 소장처 |
대한건축학회 |