1) one-sided pounding
双边碰撞
1.
With the time history analysis method of determining the nonlinear seismic responses,the pounding effects of adjacent girders at expansion joints on seismic responses of irregular girder bridges were studied,and the influences on two-sided and one-sided pounding on structural displacements were investigated.
针对非规则梁桥在地震作用下伸缩缝处的碰撞现象,在建立考虑双边碰撞效应的简化动力分析模型的基础上,采用非线性地震反应时程分析方法,研究了纵向地震作用下非规则梁桥伸缩缝处的碰撞效应,并分析比较了双边碰撞与单边碰撞对桥梁结构位移的影响,研究结果对同类型的非规则梁桥的抗震设计具有一定的参考价值。
2) peripheral collision
周边碰撞
3) border collision
边界碰撞
1.
From the bifurcution diagram,the effects of different RED parameters disturbance on network system performance are discussed and a sufficient condition is drawn for border collision bifurcations of the system.
研究了基于RED控制的单一TCP网络的离散反馈系统模型,采用解析及数值方法分析了不同系统参数下TCP-RED工作点及其稳定性,借助分岔图讨论了不同RED参数的变化对网络系统特性的影响,给出了产生边界碰撞分岔的条件。
5) peripheral collision
边缘碰撞
6) glancing collision
擦边碰撞
补充资料：双边
1.两方﹐常指两个国家。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条