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Tan Yonggang
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Associate Professor Supervisor of Master's Candidates
Paper Publications
[21]许琳, 檀永刚, 张哲.不同索单元形式对悬索桥受力分析的影响[A],2014,693-697
[22]钟慧, 檀永刚.大连星海湾跨海大桥主桥动力模型设计[A],2014,703-706
[23]王斌, 檀永刚, 王骞.海上锚碇的静力分析[A],2014,281-284
[24]贾光, 檀永刚.淮安北京路大桥施工控制[A],2014,215-220
[25]张小龙, 檀永刚, 石磊.自锚式悬索桥吊索张拉方案分析[A],2014,258-262
[26]戎华钦, 檀永刚, 石磊.混凝土自锚式悬索桥收缩徐变效应分析及改善措施研究[A],2014,668-671
[27]李盛洋, 檀永刚, 潘盛山, Li, S., Hubei Communications Planning, Designing Institute, Wuhan 430051, China.基于无索鞍预偏的悬索桥施工控制计算分析[J],武汉理工大学学报(交通科学与工程版),2013,37(6):1296-1300
[28]檀永刚, 冯琳琳.大跨度地锚式悬索桥模型设计制作与试验[J],大连交通大学学报,2013,34(5):80-84
[29]许琳, 檀永刚, 张哲.不同索单元形式对悬索桥受力分析的影响[J],山东交通学院学报,2013,21(3):42-46
[30]钟慧, 檀永刚.大连星海湾跨海大桥主桥动力模型设计[J],沈阳大学学报(自然科学版),2013,25(4):322-325
total77 3/8
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