介绍了用自行编制的适用于群桩地基基础应力、变形分析的三维非线性程序对一种有代表性的群桩进行分析的情况。
A study on a representative pile group compound foundation by using 3-dimensional nonlinear stress and deformation analytical program is introduced in this paper.
本文提供的技术能有效地降低程序的争用代价，并增大程序在出现非线性伸缩行为之前所能承受的负载。
The techniques presented in this article are effective for reducing the cost of contention in your programs, and increasing the load they can bear before exhibiting nonlinear scaling behavior.
如图4所示，超过500个并发用户时，XPages讨论应用程序在处理器利用率方面出现非线性增长，并且响应时间增加。
As shown in figure 4, beyond 500 concurrent users, the XPages discussion application shows a nonlinear increase in processor utilization and a higher response time.
应用推荐