查询词典 inelastic

Dynamic Inelastic Numerical Simulation on a Shaking Table Test of a Full Scale Steel Moment Frame ,《ISISS2009

基于网络的结构协同弹塑性分析方法的研究，《计算力学学报》录用

But these first rubber overshoes and raincoats were all soft and sticky in summer,and hard and inelastic in the winter when it was cold.

但最初的橡胶雨衣和雨鞋在夏天都很软而且粘，而冬天当它变冷时，它又变得硬而且没有弹性。

If the elasticity equals 0, is demand perfectly elastic or perfectly inelastic?

如果弹性大于1，则需求是富有弹性还是缺乏弹性。如果是零呢？

A perfectly inelastic demand curve, perpindicular to X axis, has zero elasticity.

理想的无弹性曲线垂直于X轴，表明具有0弹性。

The demand is perfectly inelastic.

需求曲线是完全无弹性需求。

Furthermore, output demand uncertainty never affects investment if the industry faces a perfectly inelastic labor supply schedule.

然而，如果全行业面临的是一个完全无弹性的劳动供给时间表，产出需求的不确定性会对投资丝毫没有影响。

Three-dimensional structure ; restoring force model ; inelastic analysis

三维结构；恢复力模型；非弹性分析

If the slope of the secant is greater than the slope of the tangent then the curve is inelastic at the point.

如果某个点的切线的斜率小于该点与原点构成的割线的斜率，那么该函数函数在该点上为非弹性。

The behavior of post-tensioned steel beam-to-CFT column connections with energy dissipating bars has been investigated analytically and experimentally. Experimental results demonstrated that the connections possess self-centering response, gap opening and closing at the beam-to-column interface, energy dissipation characteristics, and no inelastic or residual deformation. Moreover analytical predictions correlated well with the experimental results.

以理论分析与试验研究预力钢梁接CFT柱接头含消能钢棒之行为，结果显示含消能钢棒预力梁柱接头确实具有自我恢复能力、梁柱接合面缝隙会开启、有消能效果的特性及梁柱没有非弹性行为及残留变形发生；且理论模拟分析能准确预测其行为。

The behavior of post-tensioned steel beam-to-CFT column connections with energy dissipating bars has been investigated analytically and experimentally. Experimental results demonstrated that the connections possess self-centering capability, gap opening and closing at the beam-to-column interface, energy dissipation characteristics, and no inelastic or residual deformation. Moreover, analytical predictions correlated well with the experimental results.

以理论分析与试验研究预力钢梁接CFT柱接头含消能钢棒之行为，结果显示含消能钢棒预力梁柱接头确实具有自我恢复原形之能力、梁柱接合面缝隙会开启与闭合、消能的特性及梁柱无非弹性行为及残留变形；理论模拟分析亦能准确预测其反覆行为。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。