EMIS开发应用如何适用校园网的发展

校园网作为学校的信息基础设施，它的建立和发展，为学校的计算机应用开辟了广阔的前景。校园网ＥＭＩＳ是学校管理现代化的标志，本文从系统的总体规划、开发、实现等方面人了校园网ＥＭＩＳ的开发应用如何适应校园网的发展。     

Elastoplastic analysis of thin-walled structures in reservoir area

In the structural design of the high pier,in order to analyze the strength and structure stability,the pier was often considered a thin-walled structure.Elastoplastic incremental theory was used to establish the model of elastoplastic stability of high pier.By considering the combined action of pile,soil and pier together,the destabilization bearing capacity was calculated by using 3-D finite element method(3-D FEM) for piers with different pile and section height.Meanwhile,the equivalent stress in different sections of pier was computed and the processor of destabilization was discussed.When the pier is lower,the bearing capacity under mutual effect of pile,soil and pier is less than the situation when mutual effect is not considered;when the pier is higher,their differences are not conspicuous.Along with the increase of the cross-sectional height,the direction of destabilization bearing capacity is varied and the ultimate capacity is buildup.The results of a stability analysis example are almost identical with the practice.     

EMIS开发应用如何适应校园网的发展

校园网（ＣａｍｐｕｓＮｅｔｗｏｒｋ）作为学校的信息基础设施，它的建立和发展，为学校的计算机应用开辟了广阔的前景。校园网ＥＭＩＳ（ＥｄｕｃａｔｉｏｎＭａｎａｇｅｍｅｎｔＩｎｆｏｒｍａｔｉｏｎＳｙｓｔｅｍ）是学校管理现代化的标志。本文从系统的总体规划、开发、实现等方面讨论了校园网ＥＭＩＳ的开发应用如何适应校园网的发展     

双曲线配合法在某软基段沉降预测中的应用

根据武英高速公路某软土路基实验段的实测沉降资料,应用双曲线配合法推测了该路基段的最终沉降量,并与现场实测的沉降数据进行了比较,结果表明,应用双曲线配合法预测软土路基堆载预压的沉降值虽然较实际值稍微偏大,但该方法预测误差较小,精度较高,适用于本工程。