搜索资源列表
-
4下载:
1.本程序为平面变形问题非线性有限元程序,可用于计算土坝、地基、挡土墙或地下结构的应力和变形。
2.土的非线性应力--应变关系采用邓肯双曲线模式
另一个弹性常数可有两种选择:
(a)切线泊松比:
(b)切线体积模量:
3.解题方法为中点增量法,考虑到每级加荷的两次计算所得的弹性常数对某些单元可能相差较大,而实际可能处于这两者之间,因此取两者的某种加权平均值作为修正的计算弹性常数,其中初始弹性常数取权为1/4,中点弹性常数取权为3/4,以反映平均结果接近中点弹性常数。
-
-
0下载:
This paperpresent a data-driven, unsupervised method for unusual
scene detection from static webcams. Such time-lapse
data is usually captured with very low or varying framerate.
This precludes the use of tools typically used in
surveillance
-
-
0下载:
c语言函数的传参使用,数组传参,递增法,二分法等得使用-c language function of the transmission parameters to use arrays passed by reference, incremental approach, such dichotomy was used
-
-
0下载:
主要是通过电导增量法去实现MPPT,也就是最大功率点的跟踪-Mainly through the conductivity incremental approach to realize the MPPT, also is the maximum power point tracking
-