非弹性的

Inelastic neutron scattering spectra of YBa2Cu3O(6+δ) sample with several different oxygen contents δ have been obtained in the energy range from 10 to 150 meV at a new wide angle (~30°) Be-filter detecter spectrometer, CIAE,Beijing.

在中国原子能科学研究院新建的宽角(～30°)Be过滤探测器中子非弹性散射谱仪上，在入射中子能量从10直至150meV的范围内，测量了几种不同氧含量的YBa_2Cu_3O_(6+δ)样品的中子非弹性散射能谱。

The physical rule of the collision of a particle and a bar is discussed,the energy relation in completely inelastic collision is cleared,and it is turned out that the two bodies not necessarilly move together after completely inelastic collision .

讨论了小球与自由杆碰撞过程中所遵从的物理规律，明确了完全非弹性碰撞过程的能量特征，指出完全非弹性碰撞后两物体不一定粘在一起共同运动的事实。

The displacement ratio spectra method is a simple and effective way to evaluate the maximum inelastic displacements of structures.

非弹性位移比谱是估计工程结构非弹性位移一种简单而有效的方法。

Furthermore the expressions of nonelastic displacement response spectra were also given.

为研究其抗震设计方法，选择了35次地震，212组近断层地震记录作为统计样本，根据得到的平均弹性位移反应谱，给出了近断层地震设计弹性位移反应谱表达式，并在此基础上，给出了近断层地震设计非弹性位移反应谱计算公式。

In computers'quick development era, people may further cognize and deveolp second order nonelastic calculating theory of multistorey and high-rise steel frame via academic analysis and trial research at the same time.

在计算机迅速发展的时代，使得人们在进行试验研究的同时，有可能通过理论分析进一步认识和发展多高层轻型钢框架二阶非弹性的计算理论，建立基于结构极限承载力的设计理论和方法，研究有效和实用的方法，以达到为轻型钢结构工程设计服务的目的。

Second order nonelastic analysis method of multistorey and high-rise lightweight spatial steel frame is emphatically researched and calculating theory and design method ground on structural ultimate bearing capacity is established.

推导了半刚性连接轻型钢框架结构空间二阶非弹性分析新的切线刚度矩阵，建立半刚性连接轻型钢框架结构空间二阶非弹性分析和结构极限承载力设计新的计算方法。

Formulas of the induced potential, stopping power, DIIMFP and IMFP considering the memory effect were derived for a charged particle moving parallel to a solid surface. It was found that those with the memory effect for energy lay between the corresponding values without the memory effect for energy and previous energy . The memory effect increased with increasing energy loss,, in the previous inelastic interaction.

对於带电粒子沿固体表面平行移动时，其感生电位、阻挡本领、微分倒数非弹性平均自由行径和非弹性平均自由行径之模式均被建构，研究显示对某特定粒子能量，其考虑记忆效应的结果会座落在不考虑记忆效应之此粒子能量及上次非弹性作用前粒子能量的结果之间，而记忆效应会随前次非弹性交互作用能量损失增加而变大。

The results show that the angular distribution of the total differential cross section at zero degree increases and the position of oscillation minimum of the same order gradually shift towards small scattering angle along with the increase of the incident isotope He atom mass at identical collision energy. And crossing angle between the elastic and total inelastic DCS gradually decreases and the total inelastic DCS gradually increases.

结果表明：在相同碰撞能量时，随着同位素氦原子质量的增加，总微分截面在0°时的角分布逐渐增大，同一级衍射振荡极小值位置逐渐向小散射角方向移动；弹性与总非弹性截面交界角逐渐减小，总非弹性截面逐渐增加。

In this model, the skeletal storage coefficient was used for coupling, different storage coefficient were used for the calculation of storage change of aquifer and interbeds, the elastic and inelastic skeletal coefficients were used to account for the elastic and inelastic deformation, a one-dimensional diffusion equation was used for describing the delayed dissipation of unequilibrated heads within the interbeds, these make the model not only be able to simulate the elastic and inelastic deformation of soil, but also the delay phenomenon.

在该模型中，用夹层的骨架弹性储水系数进行地下水流模型和土体变形模型的耦合，用不同的弹性储水系数来计算夹层和含水层内的储水量变化，用夹层的骨架弹性储水系数和非弹性储水系数来体现夹层的弹性和非弹性变形，用扩散方程来描述滞后夹层内的水头分布，从而使模型能够很好地体现夹层的弹性和非弹性压缩，并能同时考虑夹层变形的滞后现象。

On the other hand, there are antinomies between structural elastic inner force analysis and members' elastic-plastic limit state design, unreasonable phenomena of strength and stability separate design in steel structure design method.

在计算机迅速发展的时代，使得人们在进行试验研究的同时，有可能通过理论分析进一步认识和发展多高层轻型钢框架二阶非弹性的计算理论，建立基于结构极限承载力的设计理论和方法，研究有效和实用的方法，以达到为轻型钢结构工程设计服务的目的。

Neither the killing of Mr Zarqawi nor any breakthrough on the political front will stop the insurgency and the fratricidal murders in their tracks.

在对危险的南部地区访问时，他斥责什叶派民兵领导人对中央集权的挑衅行为。

In fact,I've got him on the satellite mobile right now.

实际上 我们已接通卫星可视电话了