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科研机构
中南大学 [4]
湖南大学 [2]
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期刊论文 [6]
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2017 [1]
2016 [1]
2013 [2]
2011 [1]
2007 [1]
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Comparison of track-bridge interaction between long-span continuous girder bridge and continuous arch bridge
期刊论文
Journal of Central South University (Science and Technology), 2017, 卷号: Vol.48 No.1, 页码: 233-238
作者:
Dai, Gonglian
;
Liu, Yao
;
Liu, Wenshuo
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浏览/下载:1/0
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提交时间:2019/12/31
Full-scale field experimental investigation on the interfacial shear capacity of continuous slab track structure
期刊论文
Archives of Civil and Mechanical Engineering, 2016, 卷号: 16, 期号: 3, 页码: 485-493
作者:
Dai, Gonglian
;
Su, Miao*
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浏览/下载:7/0
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提交时间:2019/12/03
Continuous slab track structure
Load-bearing capacity
Shear
Bond–slip
Interface
Seismic performance of a rolling-damper isolation system
期刊论文
Journal of Vibroengineering, 2013, 卷号: 15, 期号: 3, 页码: 1504-1512
作者:
Wei, Biao*
;
Cui, Ruibo
;
Dai, Gonglian
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浏览/下载:1/0
  |  
提交时间:2019/12/03
structure
seismic isolation
rolling friction
damper
numerical analysis
Seismic pounding and protection measures of simply-supported beams considering interaction between continuously welded rail and bridge
期刊论文
Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 2013, 卷号: 23, 期号: 1, 页码: 61-67
作者:
Yan, Bin*
;
Dai, Gonglian
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浏览/下载:4/0
  |  
提交时间:2019/12/03
railroad bridges
continuously welded rail
earthquake
pounding effect
track-bridge interaction
Dongping Channel Bridge: Long-span steel arch bridge in high-speed railway, China
期刊论文
Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 2011, 卷号: 21, 期号: 4, 页码: 492-496
作者:
Liu, Wenshuo*
;
Dai, Gonglian
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浏览/下载:6/0
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提交时间:2019/12/03
high-speed railway
steel-truss arch bridge
three main trusses
structural performance
seismic behavior
construction method
Experimental study on railway concrete bridges with different high performance fly ash
期刊论文
China Railway Science, 2007, 卷号: Vol.28 No.6, 页码: 35-40
作者:
Luo, Xuguo
;
Dai, Gonglian
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浏览/下载:1/0
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提交时间:2020/01/13
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