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论文类型：会议论文

发表时间：2010-11-06

收录刊物：EI、CPCI-S、Scopus

卷号：152-153

页面范围：1835-+

关键字：crack resistance capacity; SRUHSC; reversal cycle load

摘要：In the joint core regions of steel reinforced ultra high strength concrete frame, the forces are complicated. In seismic area or under some exceptional conditions, it is difficult to repair for joint when cracks occur, so crack resistance performance is important. Based on the experiment of steel reinforced ultra high strength concrete (SRUHSC) column to steel reinforced concrete (SRC) beam joint subjected to reversal cycle load, the crack resistance capacity is studied and applied calculation method for crack resistance capacity is proposed. Compared with the test results, the calculated results are in good agreement with them.