SAP2000_API_CHS_C#_AreaElm.GetLoadStrain

AreaElm.GetLoadStrain

语法

SapObject.SapModel.AreaElm.GetLoadStrain

C#函数

int GetLoadStrain(string Name, ref int NumberItems, ref Array AreaName, ref Array LoadPat, ref Array Component, ref Array Value, ref Array PatternName, eItemTypeElm ItemTypeElm = eItemTypeElm.Element);

参数

Name：现存的区域元素或组的名字 NumberItems：获得的strain loads的个数 AreaName：获得的strain loads的名字 LoadPat：每个荷载的类型 Component：每个荷载的分量 1 = Strain11 2 = Strain22 3 = Strain12 4 = Curvature11 5 = Curvature22 6 = Curvature12 7 = Strain13 Value：应变的值 [L/L] PatternName：节点类型的名字 ItemTypeElm：构件选择类型 8 = Strain23

备注

用以获取strain load 的布置情况，成功返回0值否则返回非0值

C#实例

        public void Example()
        {
            //变量定义
            int ret;
            int NumberItems=0;
            Array AreaName = Array.CreateInstance(typeof(string), 100);
            Array LoadPat = Array.CreateInstance(typeof(string), 100);
            Array PatternName = Array.CreateInstance(typeof(string), 100);
            Array Value = Array.CreateInstance(typeof(double), 100); 
            Array Component = Array.CreateInstance(typeof(double), 100); 
            //实例化
            Sap2000.SapObject SapObject = new Sap2000.SapObject();
            Sap2000.cSapModel SapModel = new Sap2000.cSapModel();
            //运行程序
            SapObject.ApplicationStart();
            //新建模型D
            ret = SapModel.InitializeNewModel(Sap2000.eUnits.kip_ft_F);
            //从模板创建新模型
            ret = SapModel.File.NewWall(2, 48, 2, 48);
            //添加荷载
            ret = SapModel.AreaObj.SetLoadStrain("ALL", "DEAD",1,0.001,true ,"", Sap2000.eItemType.Group);
            //创建分析模型
            ret = SapModel.Analyze.CreateAnalysisModel();
            //获取荷载
            ret = SapModel.AreaElm.GetLoadStrain("3", ref NumberItems, ref AreaName, ref LoadPat, ref Component,ref Value, ref PatternName);
            //退出程序
            SapObject.ApplicationExit(false);
            SapModel = null;
            SapObject = null;
        }