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12篇 您的检索式:作者名="KAEWUNRUEN S"
    题名 作者 年代 出处 被引量
1Nonlinear free vibration of marine risers/pipes transporting fluid显示文摘Kaewunruen S Chiravatchradj J Chucheepsakul S 2005Ocean Engineering2005,32,3:1
2A review of loading conditions for railway track structures due to train and track vertical interaction显示文摘REMENNIKOV A M KAEWUNRUEN S 2008Structural Control and Health Monitoring2008,15,2:1
3Investigation of Free Vibrations of Voided Concrete Sleepers in Railway Track System 显示文摘KAEWUNRUEN S REMENNIKOV A M 2007Proceedings of the Institution of Mechanical Engineers2007,221,4:1
4Experiments into impact behavior of railway prestressed concrete sleepers显示文摘Kaewunruen S Remennikov A M 2011Engineering Failure Analysis2011,18,8:1
5Field trials for dynamic characteristics of railway track and its components using impact excitation technique显示文摘KAEWUNRUEN S REMENNIKOV A M 2007NDT & E International2007,40,7:1
6Nonlinear free vibration of marine risers/pipes transpoaing fluid显示文摘Kaewunruen S Chiravatchradej J Chucheepsakul S 2005Ocean Engineering2005,32,:1
7Nonlinear free vibrations of marine risers/pipes transpor- ting fluid 显示文摘Kaewunruen S Chiravatchradej J Chucheepsakul S 2005Ocean Engineering2005,32,34:1
8Nonlinear free vibrations of marine risers/pipes transporting fluid显示文摘Kaewunruen S Chiravatchradej J Chucheepsakul S 2005Ocean Engineering2005,32,:1
9Investigation of free vibrations of voided concrete sleepers in railway track system 显示文摘Kaewunruen S Remennikov A M 2007Proceedings of the Institution of Mechanical Engineers2007,221,4:1
10Nonlinear free vibrations of marine risers/pipes transporting fluid 显示文摘KAEWUNRUEN S CHIRAVATCHRADEJ J CHUCHEEPSAKUL S 2005Ocean Engineering2005,32,34:1
11Field trials for dynamic characteristics of railway track and its components using impact excitation technique 显示文摘Kaewunruen S Remennikov A M 2007NDT&E International2007,,40:1
12Progressive failure of prestressed concrete sleepers under multiple high-intensity impact loads显示文摘Kaewunruen S Remennikov A M 2009En gineering Structures2009,31,24:1
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