- 更多网络例句与破坏点相关的网络例句 [注：此内容来源于网络，仅供参考]
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This model has been applied to simulate the crack extension in three point bending creep test.
应用该模型，对三点弯曲蠕变试验中裂缝的扩展过程进行了有限元计算，发现裂缝扩展随时间的变化与应力—应变曲线的形状，尤其是强度破坏点以后的曲线形状密切相关。
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The results show that the ratio of the released elastic energy to the damage dissipative energy can be served as a sensitive precursor of catastrophe. Furthermore the value of the non-dimensional ratio has a similar tendency to be 1 with different responses in the two failure modes, that is, the response function R always decreases in the gradual mode, while increases and tends to be infinite at the catastrophic point of the failure.
研究发现在灾变性破坏和非灾变性的渐进式破坏两种失效模式中，虽然系统中卸载所贡献的弹性能增量与损伤消耗和释放的能量增量的比值都有趋向于1的趋势，但是两者的趋近方式不同：灾变性破坏时表征能量比随控制变量变化特征的响应函数R有一个上升段，在灾变破坏点$R$趋向于无穷大，而非灾变性破坏中$R$始终是减小的。
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Whether the earth dam lapses in Seismic Response Analysis is mainly judged by two criterion, the Damage Value and the permanent displacement, so the difference of response between Multi-Point Input and One-Point Input, that is the Multi-Point Effect, is also checked by this two criterion.
由于土石坝在地震作用下的失效形式包括累积损伤破坏和过大的永久位移，本文从累积损伤和永久位移两方面研究土石坝多点输入相对单点输入地震反应有何不同，即多点效应如何，因此与多点输入分析相关的损伤值和永久位移的计算方法也在研究之列。
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The shearing failure of structural plane is considered to be corresponding to the maximum of real contact area, a criterion is given to distinguish the shearing failure of structural plane and a new select method of shear strength is brought forward subsequently; Examine the influence of geometrical features and thickness of weak intercalation on the integrative strength of weak structural plane based on the composing of basic strengths, formative mechanism of shearing plane and failure pattern; and present the quantitative relation between the strength and thickness.
4详细研究了依附型滑动面中的硬性结构面和软弱结构面力学特性和破坏模式，对硬性结构面引入摩擦学中的粘着摩擦理论，着重研究结构面在剪切过程中实际接触面的变化规律，提出实际接触面积的最大点即为强度破坏点，并结合实际数据进行了验证；对软弱结构面则从其基本强度的组成、内部剪切面的形成机理和破坏模式入手，研究了结构面的几何特性、夹层厚度和强度关系对软弱结构面综合强度值的影响，并给出了定量关系式。
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In fact, on one hand, it is often found that two graphs with the same number of verticesand the same connectivity(edge-connectivity) may result in entirely different forms after a minimum disconnecting set of vertices is removed, one may be totally disconnected while the other may consist of a few very stable components, and thus be much easier to reconstruct.On the other hand, we often face this question: how easily can we disrupt a system at the least cost, on the contrary, when we set up a system, especially a communication system, we try our best to make it as stable as possible that it can be reconstructed easily if it do get disrupted .
对于两个具有相同点数，具有相同点连通度的图，从图中分别去掉使图不连通的点集后，所得图的结构可能完全不同，这是因为点连通度、边连通度和局部点、边连通度等连通性参数仅反映了系统被破坏的难易程度，而对系统遭受破坏的程度并没有明确的反映。
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A number of significant conclusions are proposed. For the first time,double arciform strain of the soil nailing is observed in the miscellaneous fill. It is considered as the result that there are two potential slide planes in the miscellaneous fill. The critical anchorage length is analyzed and determined for the first,which is 9 m in this experiment. T...
首次测得并分析了杂填土中土钉的双弓形应变分布形态，指出这是填土边坡中存在2个或以上潜在滑动面的结果；首次测得并分析了土钉临界锚固长度，指出在本试验条件下，其长度约为9 m，并认为临界锚固长度是应变峰值点、零值点和破坏点同时发生转移而形成，锚固类结构均具有此特点。
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Secondly, the paper carries on the destruction processes and the stress distribution situation numerical simulation of the concrete three point bending specimen with bias crack under static load function,, and analyze specimen crack expansion and the destruction mechanism, obtain the reason that the crack expanding flectional way is because the material nonuniformity, in the same time, from the specimen destruction process chart we can see that the crack bias degree has some influence on the crack expansion way.
其次论文对含偏置裂纹的混凝土三点弯曲试件在静态载荷作用下的破坏过程和应力分布情况进行了数值模拟，并对试件的裂纹扩展和破坏机理进行了分析，得出裂纹扩展的曲折性是由于材料不均匀性所引起的，同时从试件的破坏过程图中可以看出，裂纹的偏置程度对裂纹的扩展路径有一定的影响。
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Some conclusions are drawn from the calculating results: when buried pipes cross fault, pipe's embedded depth should be shallow, and big pipe diameter and thick wall should be selected. Avoid the site where fault moves severe, and select suitable pipe-fault angle. Bigger pipe-soil friction coefficient is helpful for buried pipe crossing fault. Under dynamic loading, buried pipe would first damaged in compressive region of bilateral fault, so special treatment should be done to pipe in bilateral fault region.
依据计算结果分析了各因素对地下管道破坏的影响，并得出几点结论：管土摩擦系数较大情况下，管道破坏较轻；地下管道在穿越断层时，管道宜浅埋，并选取大管径、壁厚的管道；应尽量避开断层错动较大的位置，并选取合适的管道穿越断层角度；在受动荷载作用时，管道在断层两侧受压区先破坏，故在断层两侧要进行特殊处理进行防护。
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The foundation soil is divided for finding the ultimate bearing capacity of a foundation with given buried depth and size. Supposing a uniform load acts on the foundation, Mindlin's integral formula and comer points method are used to get extra stress of every mesh knot by MATLAB program, then the principal stress is found. Combining with failure criterion, MATLAB program is used to find coordinates of points which are destroyed. Using graphic processing function of MATLAB, the failure points are showed in the coordinate.
为确定作用在已知埋深、给定基础形状地基土上的极限承载力，对基底下的土体进行网格划分，先假定一均布荷载作用在此地基土上，运用明德林解的积分公式，结合角点法，编制MATLAB语言程序，求出每个网格节点上附加应力，进而求得每个网格节点上主应力，根据破坏准则，结合程序找出破坏点的坐标，利用MATLAB的图形处理功能，把破坏点的坐标在坐标图中显示出来。
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Response time is defined as the same point in the panel above to change from black and white plus the time required for change from white to black response time LCD there is a matter of time because the LCD is based on the rotation angle of liquid crystal molecules to control the light light and dark gray rotation of liquid crystal molecules will take time. the general aim is to monitor the use of word processing and web browser is under normal circumstances will continue to monitor display screen with a long period of time, then switch to a different picture of such a In fact, the use of fast response time more than slow the user is not affected but if you want to use animation or video monitor view will continue to change because the screen did not stop this time the response time will affect the picture quality.
坏点所谓坏点，是指液晶显示器上无法控制的恒亮或恒暗的点，坏点的造成是液晶面板生产时因各种因素造成的瑕疵，可能是particle落在面板里面，可能是静电伤害破坏面板，可能是制程控制不良等等等，坏点分为两种：亮点与暗点，亮点就是在任何画面下恒亮的点，切换到黑色画面就可以发现，暗点就是在任何画面下恒暗的点，切换到白色画面就可以发现，一般来说，亮点会比暗点更令人无法接受，所以很多monitor厂商会保证无亮点，但好像比较少保证无暗点的，有些面板厂商会在出货前把亮点修成暗点。
- 更多网络解释与破坏点相关的网络解释 [注：此内容来源于网络，仅供参考]
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断电器触点间隙 Breaker strip 缓冲胶片：Breaker point gap
Breaker point 断电器触点 | Breaker point gap 断电器触点间隙 Breaker strip 缓冲胶片 | Breaking load 破坏负荷
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breaking plow：(装有近似螺旋型犁体)开荒犁
breaking plant 破坏装置,破碎装置,粉碎设备 | breaking plow (装有近似螺旋型犁体)开荒犁 | breaking point 断裂点,击穿点,破损点,破损强度,强度极限,断裂点
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Tensile Breaking Point：抗拉破坏点测量
28. Stud Pull Die Bond Strength柱栓牵引芯片焊接强度测量 | 29. Tensile Breaking Point抗拉破坏点测量 | 41. Ball Bond Shear球形粘合剪切测量
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cusp：尖点
即底板岩层失稳破坏形成底板突水的现象,属于突变理论研究的范畴,故煤层底板突水可以引用突变理论来研究.通过建立煤层底板突水的一个尖点(cusp)突变模型,对煤层底板失稳破坏发生突水的机理进行了分析.基于平衡曲面方程,
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Destructive pitting：毁坏性点蚀
destructive metamorphism 破坏变质作用 | destructive pitting 毁坏性点蚀 | destructive plate boundary 消减型板块边界
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Destructive pitting：破坏*点蚀
12. Design data sheet 设计数据表 | 13. Destructive pitting 破坏*点蚀 | 14. Destructive wear 破坏*磨损
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Destructive pitting：破坏性的蚀坑[麻点]
destructive;破坏(性)的,危害的 | destructive pitting;破坏性的蚀坑[麻点] | destructive test;破坏性试验
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Stuntman：特技人
游戏采用了强化过的>(Stuntman)物理引擎,其最大特点是能够为玩家带来绝对真实的车体物理感觉,尤其是在车体的损坏效果方面,从发动机组到驾驶舱内的泰纳都有着细致的描绘,并且设置了多个破坏点,每次撞击都会给车体造成一定程度的损坏,
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Toppling failure：倾倒破坏
topographic point 地形点 | toppling failure 倾倒破坏 | top-ring 顶环
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We need demolitions here：[我们需要破坏这里
50 Mine here! [在这里布雷!] | 51 We need demolitions here! [我们需要破坏这里!] | 52 Got this position! [拿下这个点!]