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Chinese translation for "vertical wave"

垂直波
立波


Related Translations:
vertical:  adj.1.垂直的,直立的,竖立的,纵的( opp. horizontal )。2.顶上的,顶点的,绝顶的。3.【解剖学】头顶的。4.【植物;植物学】纵长的,直上的。短语和例子a vertical line 垂直线,纵线。 a vertical section 纵断面。 a vertical motion 上下运动。 a vertical angle 对顶角;顶角。 ver
Example Sentences:
1.A quasi - analytical solution to soil - pile interaction in longitudinal vibration in layered soils considering vertical wave effect on soils
成层粘弹性土中桩土耦合纵向振动时域响应研究
2.In the meantime , fracture developing frequency of fuyu oil pay zone is analyzed and calculated by using ratio of vertical wave velocity “ crocodile factor ” method
同时,运用纵波波速的比值“龟裂系数”方法对扶余油层储层的裂缝发育频率进行了分析、计算。
3.Methods analyze on different characteristics among transverse wave , vertical wave and surface wave and apply , a slope method to judge the first - arriving - time
方法运用多波分析技术,通过分析超声厚度检测中横波、直达纵波、反射纵波的不同传输特性,提出了斜率法判别反射波的起跳时间。
4.Defect location , representative defect and its ultrasonic echo characteristics corresponding of tungsten alloy shells had been systematically studied by both vertical wave sensors and transverse wave sensors calibrated after manufacturing
摘要采用纵波直探头和自磨制经校准的斜楔横波探头,对钨合金壳体部件进行了检测,并对钨合金壳体的缺陷定位、典型缺陷及其对应的回波特征进行了研究。
5.With the consideration of the vertical wave effect of soil and soil - pile interaction , an approximate analytical solution to vertical vibration of pile system with variable impedance in visco - elastic layered soil is developed . a simplified and practical mathematical model for interaction between soil layers is proposed , and its applicability is theoretically investigated . based on this model and by using laplace transforms and the transmit property of impedance function , the analytical expression of the impedance function and solutions of the displacement and velocity response function in frequency domain and in time domain at the pile head are derived
4 、从三维轴对称土模型出发,对考虑桩土耦合作用、土层层间联系以及桩周土竖向应力梯度变化条件下的成层粘弹性土中完整桩及变阻抗桩系统纵向振动问题进行了研究,提出了成层土中变阻抗桩系统纵向振动问题的近似解析解法和桩周土层层间相互作用的简化而实用的数学模型,并利用拉氏变换和阻抗函数的传递性,获得了成层土中任意段变阻抗桩桩顶阻抗函数的解析表达式,以及桩顶速度导纳和时域速度响应解析解和半解析解。
6.( 5 ) antiplane surface motion of underground circular hard inclusion and underground homogeneous hard interlayer is investigated . the results indicate : the surface displacement amplitudes just above the underground circular hard inclusion is reduced , while surface motion on both two sides are significantly amplified when the vertical waves are excited . the surface motion on the side o
结果表明:波垂直入射时硬夹塞上方地表位移幅值处于减小状态,但在两侧出现放大,波斜入射时硬夹塞的迎波一侧地表易出现一定的放大:硬夹层上的地表位移幅值在多数情况下呈现一种放大作用,对深厚比较大的硬夹层放大作用易出现在低频:地下硬夹塞上的地表运动没有明显的扭转效应。
7.On the basis of three - dimensional axially symmetrical soil model and taking consideration of vertical wave effect of soil layer , the interaction between visco - elastic layered soil and an integral pile or a multi - defective pile with arbitrary bottom boundaries and its engineering application is systematically studied in this dissertation
本文从三维轴对称土模型出发,较系统地对考虑桩周土竖向波动效应、任意桩底支承边界条件下、成层粘弹性土中完整桩及变阻抗桩与土纵向耦合振动理论及其工程应用进行了研究。
8.Through the physical model experiment , the wave forces over submerged dyke and transmission coefficient are analyzed under the action of regular wave . in the test of wave forces , the rectangle - type submerged dyke is used as research object , and when analyzing the total wave forces , the effect of water depth before the dyke and that of the wave parameters is considered . based on the test , through the methods of multi - element linear regression , experimental formulae are given to calculate maximum total wave forces in horizontal direction , its relative vertical wave forces and maximum wave forces before and after the dyke , which are compared with the present formulae
在潜堤波力的研究中,选取矩型潜堤作为研究对象,在分析各个影响因素对潜堤波力影响的基础上,选取两个最主要的影响因素,即相对波高和相对水深作为研究重点,在物理模型试验结果的基础上,定性地研究分析了潜堤所受的总波力随相对波高和相对水深的变化规律,并在此基础上,利用多元线性回归的方法,分别给出了在本文试验条件下计算潜堤最大水平总波力及其相对应的垂向总波力的经验公式以及计算堤前堤后最大总波力的经验公式,并与已存在的计算公式进行了对比。
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