合肥工业大学主页平台管理系统 Chong Xun--Home-- 种迅,叶献国,蒋庆,黄俊旗,吴海燕,尚尔峥.水平拼缝部位采用强连接叠合板式剪力墙抗震性能研究[J].建筑结构,2015,45(10):43-48.

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种迅,叶献国,蒋庆,黄俊旗,吴海燕,尚尔峥.水平拼缝部位采用强连接叠合板式剪力墙抗震性能研究[J].建筑结构,2015,45(10):43-48.

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Pre One:种迅,黄俊旗,蒋庆*,叶献国,周博文.嵌入式基础叠合墙板平面外受弯性能试验研究与数值模拟分析[J].工程力学,2015,32(05):131-137. Next One:种迅*,孟少平,张林振. 后张预应力预制混凝土框架节点抗震性能数值模拟与理论分析[J]. 工程力学，2013，3（5）：153－159+164.