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damage相关的网络例句

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与 damage 相关的网络例句 [注:此内容来源于网络,仅供参考]

Article 97 With respect to a claim for indemnity against oil pollution damage caused by a ship, the person suffering for the damage may make the claim to the shipowner causing the oil pollution damage, or directly make the claim to the insurer bearing the liability for oil pollution damage of the shipowner

第九十七条对船舶造成油污损害的赔偿请求,受损害人可以向造成油污损害的船舶所有人提出,也可以直接向承担船舶所有人油污损害责任的保险人或者提供财务保证的其他人提出。

Article 97 With respect to a claim for indemnity against oil pollution damage caused by a ship, the person suffering for the damage may make the claim to the shipowner causing the oil pollution damage, or directly make the claim to the insurer bearing the liability for oil pollution damage of the shipowner or to other person providing financial suretyship.

第九十七条对船舶造成油污损害的赔偿请求,受损害人可以向造成油污损害的船舶所有人提出,也可以直接向承担船舶所有人油污损害责任的保险人或者提供财务保证的其他人提出。

In the damage information fusion for character level, the concept for integral support vector machine damage detection matrix, damage self-information and damage information entropy are presented.

为了提高多传感器下损伤识别结果的精度,提出了结构整体支持向量机损伤诊断矩阵、损伤自信息和损伤信息熵的概念。

Based on investigating the short and intermittent structural plane, surrounding rockmass of the huge underground powerhouse in Three Gorge has been divided into five statistical similar areas according to its characteristic of rockmass structure by applying structure plane network simulation. Distributed characteristic of structural plane has been studied and based on it mechanics macrocharacteristic has been studied:(1) It is the first time that based on the result of structural plane network simulation rockmass quality of every structure area has been studied with applying blurred information optimum seeking technique and be compared with and RQD method. The result indicated that it has better effect to evaluate rock quality with blurred information optimum seeking technique.(2) It is the first time that the interrelated relationship of the result of in-suit rockmass deformation test and fractal characteristic of structure on test point has been applied to determine rockmass deformation parameter. The question of evaluating deformation parameters of engineering rockmass has been solved.(3) Anisotropy strength parameters have been determined by applying shear zones simulating method. The result indicated that there are different strength parameters in every structural area, after comparing the result of Fast Lagranian Analysis in continua number simulation method with that of method of weighted mean according to continuity. The result indicated that when a suitable reduction coefficient is been considered rockmass strength parameters can be simply and fast determined with method of weighted mean according to continuity where there is not enough test result.(4) Damage characteristic has been studied based on analysis fractal characteristic of structural plane network by applying fractal-damage coupling method. It is the first time that the concept of damage degree has been set up to evaluate rockmass quality according to the biggest principal damage.

通过对短小、断续性结构面统计特征的研究,将地下厂房区划分为五个岩体结构统计均质区,应用结构面网络模拟技术研究了各个岩体结构均质区结构面的发育分布特征,并以此为基础对岩体宏观力学特性进行了深入研究:(1)首次通过在结构面网络模拟计算结果的基础上,应用模糊信息优化技术研究了厂房区各个岩体结构分区的岩体质量并与岩体基本质量指标研究法、岩体质量指标RQD值研究法作了对比,结果表明以结构面网络模拟结果为基础,应用模糊信息优化技术进行岩体质量评价能够取得很好的效果,解决了工程岩体质量的定量评价问题;(2)首次通过对已有的现场大型岩体变形试验结果的分析及相应试验点岩体结构分形特征的研究,建立了结构面分布的分形维数和岩体变形指标间的相关关系,并首次应用这种相关关系根据结构面网络模拟及分形维数计算结果确定了缺少试验结果的地下厂房各工程部位的岩体变形指标而且应用于围岩稳定性计算,解决了工程岩体宏观变形参数的评价问题;(3)应用在结构面模拟网络图上模拟岩体剪切破坏带的方法,得出了岩体在不同方向上的强度参数,结果表明岩体的强度特性与结构面的发育方向和程度有着明显的关系,各个岩体结构均质区具有不同的强度参数;同时还通过应用拉格朗日差分法对岩体强度指标的数值分析并与按连通率加权平均计算法对比表明,按连通率加权平均计算法在考虑合理的折减系数情况下,可以简单快速地对缺少现场大型试验结果的具体工程部位实现岩体强度指标的估计,通过以上研究解决了工程岩体抗剪强度参数的评价问题;(4)通过结构面网络分形维数的研究,应用分形损伤耦合分析方法,研究了厂房区岩体的损伤特征,并首次引入"损伤度"的概念,建立了应用最大主损伤评价岩体质量的指标体系。

Depending on the character of Lamb wave propagation , thedamage scat tering signals were time reversed and reemit ted to the damage , and then they will arrive at the damage synchronously so that the damage scat tering signal caught again will be amplified. Details about the time reversal amplifying process were analyzed and given. Based on the focalization ability of time reversal theory to the wave origin , the wave propagation was rebuilt by an image method which displays the damage as the focusing point .

根据信号传播自身的特性,研究采用时间反转聚焦方法使损伤散射信号能量叠加放大,从而提高信号的信噪比,分析给出了具体的损伤信号时间反转聚焦增强过程;利用时间反转法对波源的自适应聚焦能力,重建信号传播波动图,通过信号聚焦显示损伤位置和区域。

To associate aseismic design idea that"no damage under light earthquake, reparable under medium degree earthquake and no collapse under intense earthquake"with design method based on damage property, the thesis adopted different damage limit values to control structural damages at different levels so that the designed structure can embody the substantial need of aseismic design based on damage property.

把"小震不坏、中震可修、大震不倒"的抗震设计原则与基于损伤性能的方法统一起来,采用不同的损伤容限值来限定各水准下的结构损伤,从而使所设计的结构充分体现基于损伤性能抗震设计的实质要求。

This damage criterion reflects the character of RCC, and shows that stress degree of RCC damage decreasing with heat current density vector and temperature gradient augmenting. If this process of RCC damage is in constant temperature, the damage completely depends on stress degree, which accords with the result of experiment.

结果 碾压混凝土热耗散和损伤耗散累积到一定程度时,损伤破坏就会发生,且随着热流密度矢量和温度梯度增大,碾压混凝土发生损伤破坏的应力水平将降低,如碾压混凝土是一个等温变化过程,则损伤完全取决于应力水平。

So in this paper a new damage variable was defined, then, Based on damage theory and Weibull distribution damage evolution rule, a simplified ameristic damage constitutive equation was established for concrete under uniaxial compression.

为了用简单的方程将上升段和下降段连接起来,本文以峰值割线模量为基准,定义了一种新的损伤变量;并以经典损伤理论模型为基础,根据混凝土损伤演化规律的概率密度服从Weibull分布,提出了一个统一的方程来描述混凝土单轴压缩时应力应变关系的全过程。

What\'s more, different intervals of UV have their own characters in influencing DNA: the damage to some bases by UVA may be more serious than that by UVB, and UVB did more severe damage to some deoxyribose than UVA; however, as far as the pyrimidine bases are concerned, the damage by UVB is by far more serious than that by UVA. These results may indicate that there are preferential damaging sites on DNA molecules caused by UVA and UVB irradiation. Moreover, with UVA or UVB irradiation for a long time, the photoreactivation of DNA occurred. The serious damage to deoxyribose and bases by UVB and UVC may confirm the conformation of cyclobutane pyrimidine dimers and (6-4) photoproducts.

而不同波段紫外辐射对DNA的损伤各具特点并且差异明显,UVA对一些碱基的损伤比UVB要严重,而UVB在对脱氧核糖和磷酸盐的损伤上又比UVA要严厉,但就嘧啶碱基来说,UVB对它的损伤远大于UVA,这似乎表明了不同的紫外波段对生物大分子DNA的损伤是有选择性的。

In order to describe the fatigue damage characteristic under multiaxial proportional and nonproportional loading, a new nonlinear multiaxial fatigue damage cumulative model was presented on the basis of combining multiaxial fatigue damage characteristic. The recurrence formula of multiaxial fatigue damage model was derived under multilevel loading.

为了描述多轴比例与非比例加载下的疲劳损伤特性,结合多轴疲劳损伤的特点,建立了一种新的非线性多轴疲劳损伤累积模型,并推导给出了该疲劳损伤累积模型在多级加载条件下的递推公式。

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The Notarial System,as the system of judicial certification in our country,is both the constructor and the defender of social credit system,It has its special value and function in the social honesty.

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