고강도강 기둥을 적용한 WUF-W 접합부의 반복하중 실험Cyclic Loading Experiment of Welded Unreinforced Flange Welded Web(WUF-W) Connections with High-Performance Steel Column
- Other Titles
- Cyclic Loading Experiment of Welded Unreinforced Flange Welded Web(WUF-W) Connections with High-Performance Steel Column
- Authors
- 문기훈; 김종민; 한상환
- Issue Date
- Mar-2011
- Publisher
- 한국지진공학회
- Citation
- 한국지진공학회 2011년도 학술발표회 논문집, no. , pp.141 - 144
- Indexed
- OTHER
- Journal Title
- 한국지진공학회 2011년도 학술발표회 논문집
- Start Page
- 141
- End Page
- 144
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/168785
- Abstract
- The purpose of this study is to evaluate the seismic performance of Welded Unreinforced Flange-Welded Web connections with the column composed of high-performance steel. The study involved the inelastic cyclic testing of 4 full-scale connection specimens to evaluate the effect of column strength and beam depth. The specimens were designed to strong column-weak beam and balanced panel zone. 3 of 4 specimens including 2 specimens consisted of high-performance steel column are achieved total story drift of 0.04 rad or more prior to failure. The test results showed that ductility capacity of connections with high-performance steel column is sufficient in light of current AISC seismic design. Energy dissipation in specimens consisting of high-performance steel column is less than those of normal strength steel column.
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