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지진 하중에 대한 WUF-B 접합부 골조의 성능 평가Performance Evaluation of Post-Northridge WUF-B Frames under Seismic Loads

Other Titles
Performance Evaluation of Post-Northridge WUF-B Frames under Seismic Loads
Authors
한상환정지은문기훈
Issue Date
Sep-2007
Publisher
대한건축학회
Keywords
Post-Northridge WUF-B 접합부; 접합부 모델; 내진성능평가; Post-Northridge WUF-B Connections; Connection Model; Seismic Performance Evaluation; Post-Northridge WUF-B Connections; Connection Model; Seismic Performance Evaluation
Citation
대한건축학회논문집 구조계, v.23, no.9, pp.115 - 123
Indexed
KCI
Journal Title
대한건축학회논문집 구조계
Volume
23
Number
9
Start Page
115
End Page
123
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/179535
ISSN
1226-9107
Abstract
The purpose of this study is to evaluate the system performance of the frames with Post-Northridge WUF-B connections. Three, nine, and twenty story frames used in SAC steel project were modeled. For this purpose, a nonlinear static pushover analysis and a nonlinear response history analysis were conducted. Maximum roof drift and story drift are estimated. Twenty ground motions were used for response history analysis which were scaled to match design response spectrum for 2% and 10% exceedence probability in 50 years. Analysis results for frames having Post-Northridge connections were compared with those of buildings having ductile connections without fractures.
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서울 공과대학 > 서울 건축공학부 > 1. Journal Articles

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