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WUF-W 접합부의 반복 하중 실험을 통한 회전성능 평가Evaluation rotation capacity of WUF-W connections according to cyclic loading tests
- Other Titles
- Evaluation rotation capacity of WUF-W connections according to cyclic loading tests
- Issue Date
- Oct-2011
- Publisher
- 대한건축학회
- Keywords
- WUF-W 접합부; 특수모멘트골조; 반복하중실험; 접합부회전성능; WUF-W connections; Special moment frame; Cyclic loading test; Connection rotation capacity
- Citation
- 대한건축학회 추계학술발표대회논문집 구조계, v.31, no.2, pp.215 - 216
- Indexed
- OTHER
- Journal Title
- 대한건축학회 추계학술발표대회논문집 구조계
- Volume
- 31
- Number
- 2
- Start Page
- 215
- End Page
- 216
- ISSN
- 2092-7827
- Abstract
- The propose of this study is to evaluate the rotation capacity of Welded Unreinforced Flange-Welded web moment connections detailed in compliance with ANSI/AISC 358. In this study, four full-scale one-sided test specimens were made and quasi-static cyclic testing was conducted. The variables of test specimens are the effects of beam depth and strength ratio between beam and panel zone on plastic rotation capacity of WUF-W moment connection. From the test results, it was found that test specimens having deep beam fractured in the beam flange before achieving total interstory drift angle of 0.04 radian required for Special Moment Frames system in ANSI/AISC-341, while shallow beam specimens performed well, achieving total interstory drift angle of at least 0.04 radians.
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Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
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Related Researcher
- Han, Sang Whan
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)