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Experimental and numerical analysis of submerged floating tunnel
  • 期刊名称:Journal of Central South University
  • 时间:2012
  • 页码:2949-2957
  • 分类:TU311.3[建筑科学—结构工程] U459.9[建筑科学—桥梁与隧道工程;交通运输工程—道路与铁道工程]
  • 作者机构:[1]State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China, [2]Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China, [3]School of Architecture & Civil Engineering, Liaocheng University, Liaocheng 252059, China
  • 相关基金:Projects(51108224, 51179026) supported by the National Natural Science Foundation of China
  • 相关项目:水下悬浮隧道锚索的振动机理研究
作者: 孙胜男|
中文摘要:

As a new type of structure which has never been built,submerged floating tunnel was studied mainly by numerical simulations.To further study the seismic response of a submerged floating tunnel,the first model experiment of submerged floating tunnel(SFT) under the earthquake was carried out on the unique underwater shaking table in China.The experimental results show that vertical excitation induces larger response than horizontal and different inclination degrees of the tether also cause different seismic responses.Subsequently,based on the fluid-structure interaction theory,the corresponding numerical model is established.And comparing the numerical results with the experimental results,it is shown that the numerical results are basically identical with those of shaking table test.Numerical model adopted is effective for dynamic response of SFT.

英文摘要:

As a new type of structure which has never been built, submerged floating tunnel was studied mainly by numerical simulations. To further study the seismic response of a submerged floating tunnel, the first model experiment of submerged floating tunnel (SFT) under the earthquake was carried out on the unique underwater shaking table in China. The experimental results show that vertical excitation induces larger response than horizontal and different inclination degrees of the tether also cause different seismic responses. Subsequently, based on the fluid-structure interaction theory, the corresponding numerical model is established. And comparing the numerical results with the experimental results, those of shaking table test. Numerical model adopted is effective for it is shown that the numerical results are basically identical with dynamic response of SFT.

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