吉林建筑大学学报
吉林建築大學學報
길림건축대학학보
Journal of Jilin Jianzhu University
2015年
1期
9-11
,共3页
钢节点%滞回曲线%刚度退化
鋼節點%滯迴麯線%剛度退化
강절점%체회곡선%강도퇴화
steel frame joints%hysteresis curves%stiffness degradation
本文通过对等比例全焊型钢节点进行拟静力试验，对焊缝脆性断裂的失效模式深入系统的分析，对滞回线、骨架曲线、以及刚度退化曲线进行研究。
本文通過對等比例全銲型鋼節點進行擬靜力試驗，對銲縫脆性斷裂的失效模式深入繫統的分析，對滯迴線、骨架麯線、以及剛度退化麯線進行研究。
본문통과대등비례전한형강절점진행의정력시험，대한봉취성단렬적실효모식심입계통적분석，대체회선、골가곡선、이급강도퇴화곡선진행연구。
Based on the equivalence ratio welded joints of steel frame pseudo-static experiment was carried out, the welding line in the failure mode of brittle fracture of in-depth system was analyzed, the hysteresis curves, skeleton curves, and stiffness degradation curve were profoundly studied.
