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철골조의 연쇄붕괴 저항성능 평가를 위한 해석적 모델 개발Development of Analytical Model for Evaluation of Progressive Collapse Resistance of Steel Frame Structures

Other Titles
Development of Analytical Model for Evaluation of Progressive Collapse Resistance of Steel Frame Structures
Authors
유효맹이업노삼영
Issue Date
Nov-2023
Publisher
대한건축학회
Keywords
연쇄붕괴; 소성설계; 전소성모멘트; 현수작용; 현수작용 과도단계; Progressive Collapse; Plastic Design; Fully Plastic Moment; Catenary Action; Transient Catenary Stage
Citation
2023년 대한건축학회 추계학술발표대회논문집제, v.43, no.2, pp 374 - 375
Pages
2
Indexed
OTHER
Journal Title
2023년 대한건축학회 추계학술발표대회논문집제
Volume
43
Number
2
Start Page
374
End Page
375
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/118641
Abstract
This paper proposed an analytical modeling approach for evaluating progressive collapse resistance of a steel frame structure. Herein the behavior of the beam components, subjected to three concentrated loads, nearby the column removal location was considered under large deformation. A simplified model of two-bay beam was established based on the internal force behavior in the beams. The load-displacement relationship was characterized into five stages. The feasibility of the analytical model was demonstrated by comparing the results of finite element analysis.
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COLLEGE OF ENGINEERING SCIENCES > MAJOR IN ARCHITECTURAL ENGINEERING > 1. Journal Articles

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ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)
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