| 1. | Study on the maximum displacements of bilinear system based on instantaneous input energy method
基于瞬时能量的双线性系统最大位移研究 |
| 2. | Analysis of the maximum displacement of isolation layer for base - isolated buildings with rubber bearings
建筑隔震橡胶支座的安装质量控制 |
| 3. | The maximum displacement value is 0 . 5 - 1 . 5 times as much as the thickness of the glass
风挡玻璃受鸟撞击时的位移最大值达厚度的0 . 5 1 . 5倍。 |
| 4. | The simulating results showed that maximum displacement and stress is affected by structure lengths
模拟结果为地道桥结构设计提供了可靠的分析依据。 |
| 5. | The results are that the maximum displacement and maximum stress occurs at initial time and the maximum stress is less than permissible stress
结果表明,结构最大应力和最大位移均发生在初始时刻,最大应力小于许用应力。 |
| 6. | The smaller the stiffness and the bigger the mass and the damp is , the smaller the effect of static load on the maximum displacement is
建议以较为简单的无初始静力荷载效应时的瞬时动力响应作为结构设计依据，其结果趋于安全。 |
| 7. | It is shown that distribution of dynamic response of dam is mainly alike . the maximum acceleration , the maximum displacement and the maximum shear stress are different obviously
可以看出，两种方法算得的坝体动力反应分布规律基本一致，但坝体的峰值加速度、峰值位移及峰值动剪应力等均有明显的差别。 |
| 8. | Contracted with the calculations of dam in rigid foundation , the frequencies are lesson and periods of dam are lengthened because of elastic restraint of foundation . and under earthquake load , the maximum displacement of dam top is larger
与刚性地基下坝体计算结果相比，由于地基的弹性约束作用，坝体的自振频率降低，周期延长；且在地震荷载作用下，坝顶最大动位移增大。 |
| 9. | It was shown that the maximum displacement occurred on the tunnel axis when one tunnel was excavated , while the maximum value happened near the shallow tunnel and between the area of two tunnels when two adjacent tunnels were excavated at the same time
分析结果表明：单条隧道开挖引起的地表最大沉降值出现在隧道轴线的正上方，而两左右或上下相邻隧道开挖的地表及土层内部的最大沉降值则出现在两隧道的纵轴线之间，且偏向上方埋深较浅的隧道。 |
| 10. | The results proved that : ( 1 ) because of the material ' s difference of primer - 9 and primer - 5 , the maximum stress of primer - 5 is larger than primer - 9 but the maximum displacement is smaller than primer - 9 . ( 2 ) because of the unrenewable shape changing of primer - 9 after impacting by the pin , it will cracking under high pressure more easily . so , the paper give the suggestion that the designer should decrease the depth of impacting by pin in the case of the primer be fired successfully
对底- 9底火、底部被击针撞击后的第- 9底火和底- 5底火在膛压作用下分别进行了有限元数值分析，计算表明： ( 1 )底- 5底火底部击针撞击部位为火帽座，其材料为钢带，底- 9底部承受撞击部位为底火体，其材料为冷拉退火圆钢，由于材料强度不同，承受压力能力和变形能力不同：虽然在膛压作用过程中底- 5底火的最大应力值比底- 9底火的大，但底- 5底火的最大位移量却比底- 9底火的小得多。 |
