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Behavior of vortex-induced vibration of a circular cylinder near a deformable wall with two degrees of freedom in steady flow 期刊论文
China Ocean Engineering, 2011, 卷号: 25, 期号: 4, 页码: 549-564
作者:  Yang B;  Ma JL;  Cui JS(崔金声);  Xu WH(徐万海);  Yang, B (reprint author), SW Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China
Adobe PDF(496Kb)  |  收藏  |  浏览/下载：879/214  |  提交时间：2012/04/01
Vortex-induced Vibration  Two Degrees Of Freedom  Deformable Wall  Circular Cylinder  Steady Flow  Very-low Mass  Plane Boundary  Pipelines  Dynamics  Currents  Forces  Mode  Pipe  
Steady flow-induced instability of a partially embedded pipeline: Pipe-soil interaction mechanism 期刊论文
Ocean Engineering, 2011, 卷号: 38, 期号: 7, 页码: 934-942
作者:  Gao FP(高福平);  Yan SM(闫术明);  Yang B(杨兵);  Luo CC(雒承才);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Hydrodynam & Ocean Engn, Beijing 100190, Peoples R China
Adobe PDF(916Kb)  |  收藏  |  浏览/下载：1118/356  |  提交时间：2012/04/01
Submarine Pipeline  On-bottom Stability  Pipe-soil Interaction  Ocean Currents  Sandy Seabed  Stability  Currents  
Wave-induced Pore Pressure Responses and Soil Liquefaction Around Pile Foundation 期刊论文
International Journal of Offshore and Polar Engineering, 2011, 卷号: 21, 期号: 3, 页码: 233-239
作者:  Li XJ(李小均);  Gao FP(高福平);  Yang B(杨兵);  Zang J;  Li, XJ (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China
Adobe PDF(648Kb)  |  收藏  |  浏览/下载：1139/365  |  提交时间：2012/04/01
Ocean Wave  Pile Foundation  Transient And Residual Pore Pressure  Soil Liquefaction  Fem  Pipelines  Bed  
PROCESS CONTROL OF THE SAND WAVE MIGRATION IN BEIBU GULF OF THE SOUTH CHINA SEA 期刊论文
Journal of Hydrodynamics, 2011, 卷号: 23, 期号: 4, 页码: 439-446
作者:  Li Y(李勇);  Lin M(林缅);  Jiang WB;  Fan FX;  Lin, MA (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China
Adobe PDF(882Kb)  |  收藏  |  浏览/下载：965/298  |  提交时间：2012/04/01
Small Scale Sand Wave  Sand Wave Migration  Quasi-three-dimensional Physical Model  Numerical Simulation  In-situ Measurement  Theoretical-analysis  Model