欢迎您！东篱公司
退出
-
申报数据库
-
立项数据库
-
成果数据库
-
项目获奖数据库
中文摘要：
位于浪溅区的弹性结构物的上部结构可能会受到幅值很大、历时较短的波浪冲击荷载.高强度的瞬时冲击荷载作用以及由它引起的结构振动响应往往是导致结构损坏的主要原因.通过物理模型试验,研究了波浪对弹性支撑平板结构的冲击作用.试验中设计了3种不同支撑刚度的结构物模型,对结构物底面所受的波浪冲击压力和结构物振动加速度响应进行了同步观测.分析了支撑刚度对冲击压力和结构振动的影响,以及结构物所受的波浪冲击压力与对应时段振动加速度之间的关系.试验结果表明,结构物支撑刚度越大,其所受的冲击压力也越大,对应时段的振动加速度幅值也越大.
英文摘要：
When waves propagate against a structure in the splash zone,an impact force with a large magnitude and short duration may act on it.The high-strength instant impact force and the wave-induced structure vibrations may cause a significant damage to the structure.So,the wave impact on an elastically supported horizontal deck is focused on.Physical models with three kinds of different stiffness of the supporters are considered.The impact pressure and the vibration acceleration of the structure are measured simultaneously in the experiments.The influence of the stiffness of the supporters on impact pressure as well as the structure vibration is discussed.The relationship between the impact pressure and its corresponding vibration acceleration is analyzed.It is shown that the larger the support stiffness of the structure is, the greater the impact pressure and its corresponding vibration acceleration amplitude are.
同期刊论文项目
同项目期刊论文
Nonlinear lifting theory for unsteady WIG in proximity to incident water waves. Part 1: Two-dimensio
A numerical study of whole ship structural damage resulting from close-in underwater explosion shock
Active Thermometry Based DS18B20 Temperature Sensor Network for Offshore Pipeline Scour Monitoring U
Experimental investigation of the interaction of multidirectional irregular waves with a large cylin
Time-domain numerical and experimental analysis of hydroelastic response of a very large floating st
Research of concrete residual strains monitoring based on WLI and FBG following exposure to freeze-t
Numerical studies on sloshing in rectangular tanks using a tree-based adaptive solver and experiment
Numerical and experimental analysis of hydroelastic response on a very large floating structure edge
Development of a regional coastal management decision-aided system. Part A: Establishment of an auto
Vortex shedding from a two-dimensional cylinder beneath a rigid wall and a free surface according to
Nonlinear lifting theory for unsteady WIG in proximity to incident water waves. Part 2: Three-dimens
Second-order coupling of numerical and physical wave tanks for 2D irregular waves. Part II: Experime
Direct Time Domain Numerical Analysis of Transient Behavior of a VLFS during Unsteady External Loads
Coupled wind-wave time domain analysis of floating offshore wind turbine based on Computational Flui
Thickness distribution and extent of sea ice and snow in Prydz Bay and surrounding waters observed i
Application of support vector machine for pattern classification of active thermometry-based pipelin
Coupled control of the horizontal and vertical plane motions of a semi-submersible platform by a dyn
BP neural network recognition algorithm for scour monitoring of subsea pipelines based on active the
Second-order coupling of numerical and physical wave tanks for 2D irregular waves. Part I: Formulati
Numerical study of transient harbor resonance induced by solitary waves resonance induced by solitar
期刊信息
位置：