/// <summary>
/// 查询现在设计数据库，并在控件上显示
/// </summary>
private void freshParaControl(int num)
{
MainForm mmf = this.Owner as MainForm;
BCheckModel cm = mmf.ModelForm.CheckModel;
if (cm.SecDP.ContainsKey(num))
{
double r1 = cm.SecDP[num].RatioNet;
_CurSecPara.RatioNet = r1;
tb_ratioNet.Text = r1.ToString();
bool r2 = cm.SecDP[num].IsClosed;
_CurSecPara.IsClosed = r2;
cb_Closed.Checked = r2;
SecCategory r3 = cm.SecDP[num].SecCat_y;
_CurSecPara.SecCat_y = r3;
cb_SecCat_y.SelectedIndex = (int)r3;
SecCategory r33 = cm.SecDP[num].SecCat_z;
_CurSecPara.SecCat_z = r33;
cb_SecCat_z.SelectedIndex = (int)r33;
double r4 = cm.SecDP[num].Gama_x;
double r5 = cm.SecDP[num].Gama_y;
_CurSecPara.Gama_x = r4;
_CurSecPara.Gama_y = r5;
tb_Gamax.Text = r4.ToString();
tb_Gamay.Text = r5.ToString();
gb_Para.BackColor = Color.PowderBlue;
}
else
{
gb_Para.BackColor = Color.FromKnownColor(KnownColor.Control);
cb_SecCat_y.SelectedIndex = 1;
cb_SecCat_z.SelectedIndex = 2;
}
}
private void 显示单元设计内力ToolStripMenuItem_Click(object sender, EventArgs e)
{
Bmodel curMM = this.ModelForm.CurModel; //模型数据
BCheckModel curCM = this.ModelForm.CheckModel; //设计数据
List <int> eles = SelectCollection.StringToList(this.cb_selectEle.Text); //选择单元
if (eles.Count == 0)
{
MessageTool.Tb_out.AppendText(Environment.NewLine + "*Error*:未选择单元!");
return;
}
TableForm tf = new TableForm();
tf.Text = "单元设计内力表";
tf.Key = "DesignForceTable";
tf.State = ToolWindowState.Mdi;
tf.writeDesignForce(ref curMM, ref curCM, eles);//输出数据
if (!this.HasToolWindow("DesignForceTable"))
{
_LayoutManager.ToolWindows.Add(tf);
}
else
{
ToolWindow tw = _LayoutManager.ToolWindows["DesignForceTable"];
_LayoutManager.ToolWindows.Remove(tw);
_LayoutManager.ToolWindows.Add(tf);
}
}
static float DisFar = 160; //景深控制远
#endregion
public ModelForm1()
{
InitializeComponent();
CurModel = new Bmodel();
CheckTable = new CheckRes();
CheckModel = new BCheckModel();
//初始化控件
this.State = ToolWindowState.Mdi;
this.Key = "Model";
//添加鼠标中键滚动事件
this.MouseWheel += new MouseEventHandler(this.OnMouseWheel);
}
/// <summary>
/// 写出单元设计组合内力表
/// <param name="mm">模型数据</param>
/// </summary>
public void writeDesignForce(ref Bmodel mm, ref BCheckModel cm, List <int> eles)
{
//表头
gc_Table.Columns.Add(new Column("单元", typeof(int)));
gc_Table.Columns.Add(new Column("位置", typeof(string)));
gc_Table.Columns.Add(new Column("组合", typeof(string)));
gc_Table.Columns.Add(new Column("Fx(kN)", typeof(double)));
gc_Table.Columns.Add(new Column("Fy(kN)", typeof(double)));
gc_Table.Columns.Add(new Column("Fz(kN)", typeof(double)));
gc_Table.Columns.Add(new Column("Mx(kN*m)", typeof(double)));
gc_Table.Columns.Add(new Column("My(kN*m)", typeof(double)));
gc_Table.Columns.Add(new Column("Mz(kN*m)", typeof(double)));
//数据写出
foreach (int ele in eles)
{
printDesignForcebyEle(ele, 0, ref mm, ref cm);
printDesignForcebyEle(ele, 4, ref mm, ref cm);
printDesignForcebyEle(ele, 8, ref mm, ref cm);
}
}
/// <summary>
/// 输出指定单元指定截面的设计内力
/// </summary>
/// <param name="iEle">单元号</param>
/// <param name="loc">截面位置</param>
/// <param name="mm">模型数据</param>
/// <param name="cm">设计数据</param>
public void printDesignForcebyEle(int iEle, int loc, ref Bmodel mm, ref BCheckModel cm)
{
List <string> coms = mm.LoadCombTable.ComSteel;//钢结构设计组合表
string sLoc = null;
switch (loc)
{
case 0: sLoc = "I"; break;
case 1: sLoc = "1/8"; break;
case 2: sLoc = "2/8"; break;
case 3: sLoc = "3/8"; break;
case 4: sLoc = "4/8"; break;
case 5: sLoc = "5/8"; break;
case 6: sLoc = "6/8"; break;
case 7: sLoc = "7/8"; break;
case 8: sLoc = "J"; break;
}
//指定地震工况
string LcEx = "SRSS3";
string LcEy = "SRSS4";
string LcEz = "Ez";
List <string> LcEs = new List <string>()
{
LcEx, LcEy, LcEz
};
foreach (string com in coms)
{
BLoadComb curComb = mm.LoadCombTable.getLoadComb(LCKind.STEEL, com); //正常组合
BLoadComb Comb_N = curComb.Clone() as BLoadComb;
BLoadComb Comb_M = curComb.Clone() as BLoadComb; //弯矩调整组合
BLoadComb Comb_V = curComb.Clone() as BLoadComb; //剪力调整组合
if (!curComb.bACTIVE)
{
continue;
}
ElemForce EFcom = mm.CalElemForceComb(curComb, iEle);
Xceed.Grid.DataRow curRow = gc_Table.DataRows.AddNew(); //添加数据行
if (cm.QuakeAdjustFacors.ContainsKey(iEle) & curComb.hasLC(LcEs)) //如果为地震组合且有放大
{
BQuakeAdjustFactor qaf = cm.QuakeAdjustFacors[iEle]; //放大系数
Comb_N.magnifyLc(LcEs, qaf.N_LC); //组合前放大
Comb_N.magnifyComb(qaf.N_COM); //组合后放大
Comb_M.magnifyLc(LcEs, qaf.M_LC); //组合前放大
Comb_M.magnifyComb(qaf.M_COM); //组合后放大
Comb_V.magnifyLc(LcEs, qaf.V_LC); //组合前放大
Comb_V.magnifyComb(qaf.V_COM); //组合后放大
curRow.BackColor = Color.AliceBlue;
}
ElemForce EFcom_N = mm.CalElemForceComb(Comb_N, iEle);
ElemForce EFcom_M = mm.CalElemForceComb(Comb_M, iEle);
ElemForce EFcom_V = mm.CalElemForceComb(Comb_V, iEle);
curRow.Cells[0].Value = iEle;
curRow.Cells[1].Value = sLoc;
curRow.Cells[2].Value = com;
curRow.Cells[3].Value = Math.Round(EFcom_N[loc].N / 1000, 1);
curRow.Cells[4].Value = Math.Round(EFcom_V[loc].Vy / 1000, 1);
curRow.Cells[5].Value = Math.Round(EFcom_V[loc].Vz / 1000, 1);
curRow.Cells[6].Value = Math.Round(EFcom[loc].T / 1000, 1);
curRow.Cells[7].Value = Math.Round(EFcom_M[loc].My / 1000, 1);
curRow.Cells[8].Value = Math.Round(EFcom_M[loc].Mz / 1000, 1);
curRow.EndEdit();//完成数据行编辑
//if (cm.QuakeAdjustFacors.ContainsKey(iEle) & curComb.hasLC(LcEs))//如果为地震组合且有放大
//{
// //调整前数据
// Xceed.Grid.DataRow curRowN = gc_Table.DataRows.AddNew();//添加数据
// curRowN.BackColor = Color.Red;
// curRowN.Cells[0].Value = iEle;
// curRowN.Cells[1].Value = sLoc;
// curRowN.Cells[2].Value = com;
// curRowN.Cells[3].Value = EFcom[loc].N / 1000;
// curRowN.Cells[4].Value = EFcom[loc].Vy / 1000;
// curRowN.Cells[5].Value = EFcom[loc].Vz / 1000;
// curRowN.Cells[6].Value = EFcom[loc].T / 1000;
// curRowN.Cells[7].Value = EFcom[loc].My / 1000;
// curRowN.Cells[8].Value = EFcom[loc].Mz / 1000;
// curRowN.EndEdit();//完成数据行编辑
//}
}
}
