土木工程、市政工程 |
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隧道衬砌抗弯承载能力概率劣化模型 |
韩兴博1,2(),夏永旭1,*(),王永东1,叶飞1 |
1. 长安大学 公路学院,陕西 西安 710064 2. 新南威尔士大学 土木工程与环境学院,新南威尔士州 悉尼 2552 |
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Probabilistic degradation model for tunnel lining flexural capacity |
Xing-bo HAN1,2(),Yong-xu XIA1,*(),Yong-dong WANG1,Fei YE1 |
1. School of Highway, Chang’an University, Xi’an 710064, China 2. School of Civil and Environmental Engineering, The University of New South Wales, Sydney 2552, Australia |
引用本文:
韩兴博,夏永旭,王永东,叶飞. 隧道衬砌抗弯承载能力概率劣化模型[J]. 浙江大学学报(工学版), 2019, 53(11): 2175-2184.
Xing-bo HAN,Yong-xu XIA,Yong-dong WANG,Fei YE. Probabilistic degradation model for tunnel lining flexural capacity. Journal of ZheJiang University (Engineering Science), 2019, 53(11): 2175-2184.
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http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2019.11.016
或
http://www.zjujournals.com/eng/CN/Y2019/V53/I11/2175
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