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dissipation of energy相关的网络例句

查询词典 dissipation of energy

与 dissipation of energy 相关的网络例句 [注:此内容来源于网络,仅供参考]

I have found the very source of the dissipation of energy.

我已经找到消耗的来源了。

When there is order there is no dissipation of energy.

当秩序存在的时候,就没有能量的损耗。

Only when there is disorder there is dissipation of energy.

只有当混乱发生的时候才有能量的损耗。

Now I have discovered that there is a dissipation of energy when there is fragmentation.

现在我发现,当分裂的时候能量就会耗散。

The correct alignment of your body should minimize the dissipation of energy and force.

这种正确的传输连接方法将会最小的分散你的精力及力量。

You will have to struggle, and all struggle is dissipation of energy, and all struggle is stupid, because all struggle is destructive.

你将不得不挣扎,而所有的挣扎都是能量的耗散。

But pleasure brings pain and then there is a struggle to avoid the pain, and that again is a dissipation of energy.

但是快乐带来痛苦,然后就有逃避痛苦的挣扎,那又是一种能量的耗费。

Based on the concept of the non-proportional damping which may be divided into the proportional part for dissipation of energy and the nonproportional part for transformation of energy, a new modal superposition pseudo-force method is presented if the approximate decoupling method is not suitable. In this method the coupled modal equations are solved by iteration in which the coupling terms are treated as pseudo-force and set to the right side of the equations.

在不能进行近似解耦分析时,基于非比例阻尼可分为耗散能量的比例部分和转换能量的非比例部分这种概念,建立了一种拟力实模态叠加法,即把正则化的耦合模态方程中代表非比例阻尼部分的耦合项作为虚力,放到方程的右端,再运用迭代法求解。

Compared with reinforced concrete floor, steel deck possess the advantage of thin wall, light in mass, but owing to smallness of damp, weakness of dissipation of energy, comfort possibly dissatisfies applicability required. Therefore, this paper first calculates and analyses dynamic property of new style steel deck; according to single footfall curve, ascertaining hominine walking excitation; utilizing time-history analytical method, calculating peak acceleration response of floor slab under excitation, and analyzing peak acceleration response proceeding from different board stride, different damping ratio as well as different profile.

相对于钢筋混凝土楼板而言,虽然钢承板具有壁薄、质轻的优势,但由于阻尼小、耗能差,其舒适度可能会不满足适用性的要求,为此本文首先计算和分析了新型钢承板的动力特性;根据单步落足曲线确定了人的行走激励;利用时程分析法,计算了楼板在行走激励下的最大加速度响应,并对不同板跨、不同阻尼比以及不同板型下的最大加速度响应进行了分析,结果表明这三种因素,尤其阻尼比和板型对于加速度响应的影响较大。

The main conclusions of this work are listed below:The cyclic loops of these two types of connections are nearly rectangular, and there is no pinch or just a little effect was found. These loops indicate the good dissipation of energy.The axial-compression ratios affect little the cyclic loops in this test.

得出的主要结论如下:梁柱缀板连接节点和梁柱穿芯螺栓—加劲端板连接节点的位移滞回曲线与转角滞回曲线图形饱满,没有或略有捏拢现象,耗能能力强。

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