Wave forces have a great effect on safety and cost of structures.
波浪作用力的大小直接影响到建筑物的安全和造价。
The study shows that dimensionless wave forces are not influenced by radius.
研究表明，无因次波浪力基本不受筒径影响；
Through test study some wave forces which cann't be calculated by standard have been solved.
通过试验研究解决了一些规范中无法计算的波浪力。
Vertical breakwater is one of typical maritime structures, which is mainly subjected to wave forces.
直立式防波堤是最常用的海工建筑物之一，作用于它的主要荷载是波浪力。
Wave forces on offshore structures are one of the most important factors in design and investigation.
波浪作用力是海洋工程结构物设计和研究中需要考虑的重要因素之一。
The magnitude and distribution of wave forces have a direct effect on safety and stability of the structure.
波浪作用力的大小以及分布形式直接影响到建筑物的安全与稳定。
Vertical breakwater is one of typical maritime sheltering structures, which is mainly subjected to wave forces.
直立式防波堤是最常用的外海防护建筑物和护岸建筑物之一，作用于它的主要荷载是波浪力。
Theoretical study of diagonal wave forces acting on partially perforated caisson breakwater with transverse walls;
本文研究了局部开孔沉箱结构与斜向入射波作用时的受力问题。
The potentials on the free surface, the time histories of wave elevations and wave forces on the body are calculated.
计算了自由面的速度势、自由表面波高时间历程和物体受到的波浪力。
The reason lies in different wave modeling methods as well as analytic methods of wave forces during wave model tests.
造成这种差异的主要原因是由于物理模型试验中波浪的模拟方法以及波浪力资料分析方法的不同所造成的。
The results show that under irregular wave action, the influence of slope on wave forces on a vertical wall have average tendency.
结果表明在不规则波作用下，斜坡坡度对直墙上波浪压强（力）的影响有平均化的趋势。
The calculation then is simplified of the wave forces acting on the offshore structures with complex forms and multi-kind elements.
从而使那些形状复杂、单元形状类型较多的近岸建筑物上波浪力计算的繁度得到简化。
In this paper, the finite and infinite element method in numerical analysis for wave forces of three dimensional problem is examined.
本文研究了三维情况波浪力数值分析中的有限元-无限元方法。
The free surface effects of random wave forces are studied by means of nonlinear spectral analysis and a new calculating model is proposed.
应用非线性谱分析法对随机波浪载荷的自由表面效应进行了研究，提出了一种新的计算模型。
By use of the strip theory, this method and the results may be used to predict the second-order wave forces on ships or some submersible platforms.
借助于切片理论，此方法和结果似也可用来预估船舶或某些半潜平台的二阶波浪作用力和二阶运动。
Compared with the test data, the estimated root mean square breaking wave forces have higher reliability and is recommended for engineering application.
与实测的破碎波总力相比，均方根破碎波浪力的估算结果具有较高的置信度，建议在工程中应用。
The results show that both of them can satisfy the demands on the wave forces calculation on horizon, but they need an in-depth study on vertical. And the fe...
计算结果表明，两套方法得到的水平波浪力可满足要求，但垂向力计算尚需进一步验证。
A two-dimensional numerical wave flume is established to study the breaking standing wave forces acting on a vertical-wall structure in the case of regular wave.
直墙式建筑物是港口与海岸工程中的一种常见结构形式，直墙上的破波波浪力较之立波波浪力具有更大的危害性。
What's more, a contrast of wave forces is given out on three-dimensional arch wall and straight wall, by which resulted the arch-wall's discount factor to straight wall.
对比了作用在三维连拱形墙模型和直墙模型的波浪力，得出连拱形墙面上波浪力对直墙消浪的折减系数。
The calculation of the spectral density of non-linear wave forces is presented in detail, based on linearized approach and polynomial-approximated approach, respectively.
该文详细介绍了采用线性化法和多项式逼近法求解非线性波浪力谱密度的过程。
When depth is larger, height has a weaker effect on the total dimensionless wave forces. In a whole, height given impacts to the wave forces is comparatively not significant.
水深较大时，无因次总波浪力受波高影响变弱，波高对总波浪力影响总体不明显，而水深对无因次波浪力作用明显。
On such a basis, irregular wave model tests under different slopes are also carried out, and a conversion relation between wave forces on a vertical wall of different slopes.
在规则波试验的基础上，本文进行了不同坡度的不规则波模型试验，并给出了不同斜坡直墙波浪力之间的转换关系。
In this paper, the probability distribution and spectrum characteristic of obliquity and multi-directionality wave forces are studied systemically by a 3-D hydraulic model test.
本文在物理模型试验的基础上，系统研究了斜向和多向不规则波波浪力的概率分布和频域特性。
Determination of wave forces on a vertical wall is difficulty owing to violent change of near-shore wave dynamics by topographic and other factors and to subsequent wave breaking.
由于近岸波浪动力主要受地形等因素的影响变化剧烈，尤其伴随着波浪破碎，增加了直墙上波浪力确定的困难。
The computer program which can be used for deter - mining wave forces on cylinders with arbitrary section is written by using the finite-infinite element method proposed in this paper.
应用本文推荐的有限元一无限元方法，设计了计算任意截面形状柱体所受波浪力的计算机程序。
In this paper, by using the method of establishment a transfer function, the wave forces spectra on cylinders and the characteristics values are obtained from in incident wave spectra.
本文用建立传递函数的方法，通过入射波浪谱(方向谱)得出群墩上作用力谱及特征值。
At present, the calculations of wave forces on Marine structures are confined to the linear and low-order non-linear wave theories, sometimes these are not satisfied with the requirements.
当前，海洋结构物波浪荷载的计算大多限于线性波理论以及低阶的非线性波理论，有时是不能满足工程精度需要的。
Schrodinger came up with an equation that said: "you tell me the forces acting on the electron, and I can tell you what its wave is doing at any point in space and time."
薛定谔建立了一个方程并宣称：“只要你告诉我作用于电子的力，我就能告诉你它在任意时空位置的波函数行为。”
Schrödinger came up with an equation that said: "You tell me the forces acting on the electron, and I can tell you what its wave is doing at any point in space and time."
薛定谔建立了一个方程并宣称：“只要你告诉我作用于电子的力，我就能告诉你它在任意时空位置的波函数行为。”
Schrödinger came up with an equation that said: "You tell me the forces acting on the electron, and I can tell you what its wave is doing at any point in space and time."
薛定谔建立了一个方程并宣称：“只要你告诉我作用于电子的力，我就能告诉你它在任意时空位置的波函数行为。”
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