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유한요소해석을 이용한 WUF-W 모멘트 접합부의 연성능력 평가An Analytical Evaluation on Ductility of Welded Unreinforced Flange-Welded Web(WUF-W) Moment Connections Using Finite Element Analysis

Other Titles
An Analytical Evaluation on Ductility of Welded Unreinforced Flange-Welded Web(WUF-W) Moment Connections Using Finite Element Analysis
Authors
이진영문기훈한상환
Issue Date
Oct-2011
Publisher
대한건축학회
Keywords
철골 모멘트 골조; 유한요소해석; 엑세스홀 상세; Steel Moment Frames; Finite Element Analysis; Access hole
Citation
대한건축학회 추계학술발표대회논문집 구조계, v.31, no.2, pp.209 - 210
Indexed
OTHER
Journal Title
대한건축학회 추계학술발표대회논문집 구조계
Volume
31
Number
2
Start Page
209
End Page
210
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/167336
ISSN
2092-7827
Abstract
The objective of this study is to evaluate with analysis the rotation capacity of Welded Unreinforced Flange-Welded web moment connections for SMF System. In total, four full-scale one-sided test, specimens were considered parameter of beam depth and panel zone strength. In this study, the nonlinear FE analysis was carried out to examine the structural behavior of the connections and compared with experimental results. The computed results show overall a good correlation with the test results. Additionally, analysis was conducted with parameters of access hole configurations to evaluate the ductility performance of these connections, and to access the effect of the stress and strain Indices on behavior.
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