유한요소 해석을 이용한 WUF-W 접합부 최적의 파단 예측 반응지표 선정Appropriate Response Index for Predicting Rupture in WUF-W Connections using FEA
- Other Titles
- Appropriate Response Index for Predicting Rupture in WUF-W Connections using FEA
- Authors
- 한상환; 김영우; 김태오
- Issue Date
- Sep-2017
- Publisher
- 한국지진공학회
- Keywords
- Connections; Finite element analysis; Stress distribution; Special moment frame; Response index; Access hole; Cyclic behavior
- Citation
- 한국지진공학회논문집, v.21, no.5, pp.205 - 213
- Indexed
- KCI
- Journal Title
- 한국지진공학회논문집
- Volume
- 21
- Number
- 5
- Start Page
- 205
- End Page
- 213
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/151634
- DOI
- 10.5000/EESK.2017.21.5.205
- ISSN
- 1226-525X
- Abstract
- The WUF-W moment connection is a pre-qualified connection that can be used for special moment frames specified in current seismic design specifications. Since the stress distribution near the connection varies according to access hole configuration, the cyclic performance of WUF-W connections is strongly affected by the access hole configurations. To evaluate the connection performance according to various access hole configurations, it is expensive to conduct experiments with many connection specimens. Instead, finite element analyses (FEA) can be performed. Throughout the FEA, stress and strain distribution in the connection can be monitored at each loading step. The purpose of this study is to construct nonlinear 3-dimensional FE models for accurately predicting the cyclic behavior of WUF-W connections. For predicting connection fracture using FEA, an appropriate response index detecting the incidence of connection rupture is proposed.
- Files in This Item
-
Go to Link
- Appears in
Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
![qrcode](https://api.qrserver.com/v1/create-qr-code/?size=55x55&data=https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/151634)
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.