摘要
目前,国内外对变形监测网的各类设计均是分开进行异步设计,其结果相互影响,得不到整体上最优解。为此,该文提出一种求解变形监测网一、二类同步设计的分离算法,使两类设计同时进行,所有变量在一个模型中解算,获得整体最优结果,为监测网同步设计开辟了一个新途径。
At present, all kinds of design for the deformation monitoring net are asynchronus design conducted separatelyat home and abroad. The results are mutually influenced from each other, consequently the wholesome optimum solution cannot be obtained. For this sake, the apaer presents a separate algorithm to solve the first and second synchronous designof the deformation monitoring net. Thus, it makes the two categories of conducted simultaneously, so that all the variables be solved within one model. In this way, it obtains the wholesme optimum result , and opens up a newapproach for the synchronous design of the monitoring net.
出处
《勘察科学技术》
2000年第1期41-44,共4页
Site Investigation Science and Technology
基金
国家自然科学基金
关键词
同步设计
变形监测网
地壳变形
分离算法
synchronous design
nonlinear optimization
two stage decision