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青岛海湾大桥钢箱梁腐蚀后的安全性分析 |
张波1,邵新鹏2,董彩常1,于坤3 |
1. 钢铁研究总院 青岛海洋腐蚀研究所 青岛 266071
2. 山东高速青岛公路有限公司 青岛 266061
3. 山东省交通规划设计院 济南 250031 |
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ANALYSIS OF SAFETY PERFORMANCE OF CORRODED STEEL BOX BEAM OF QINGDAO BAY BRIDGE |
ZHANG Bo1, SHAO Xinpeng2, DONG Caichang1, YU Kun3 |
1. Qingdao Research Institute for Marine Corrosion, Central Institute for Iron and Steel, Qingdao 266071
2. Shandong Hi-Speed Qingdao Expressway Co. Ltd, Qingdao 266061
3. Shandong Provincial Communications Planning and Design Institute, Jinan 250031 |
引用本文:
张波,邵新鹏,董彩常,于坤. 青岛海湾大桥钢箱梁腐蚀后的安全性分析[J]. 中国腐蚀与防护学报, 2012, 32(4): 353-356.
ZHANG Bei,
SHAO Xin-Peng,
DONG Cai-Chang,
YU Kun.
ANALYSIS OF SAFETY PERFORMANCE OF CORRODED STEEL BOX BEAM OF QINGDAO BAY BRIDGE. J Chin Soc Corr Pro, 2012, 32(4): 353-356.
链接本文:
https://www.jcscp.org/CN/
或
https://www.jcscp.org/CN/Y2012/V32/I4/353
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