private void bt_Accept_Click(object sender, EventArgs e)
{
MainForm mf = this.ParentForm as MainForm;
ModelForm1 cf = mf.ModelForm;
List <int> eles = mf.SelectElems;
#region 输入错误判断
if (eles.Count == 0)
{
mf.MessageTool.Tb_out.AppendText(Environment.NewLine + "*Error*:未选择单元!");
return;
}
if (cf == null || cf.IsDisposed)
{
MessageBox.Show("请先新建模型", "提示", MessageBoxButtons.OK, MessageBoxIcon.Stop);
return;
}
#endregion
if (rb_add.Checked)//添加数据
{
double Nlc = double.Parse(tb_N_LC.Text);
double Mlc = double.Parse(tb_M_LC.Text);
double Vlc = double.Parse(tb_V_LC.Text);
double Ncom = double.Parse(tb_N_Com.Text);
double Mcom = double.Parse(tb_M_Com.Text);
double Vcom = double.Parse(tb_V_Com.Text);
foreach (int ele in eles)
{
BQuakeAdjustFactor Qaf = new BQuakeAdjustFactor(ele);
Qaf.N_LC = Nlc; Qaf.M_LC = Mlc; Qaf.V_LC = Vlc;
Qaf.N_COM = Ncom; Qaf.M_COM = Mcom; Qaf.V_COM = Vcom;
cf.CheckModel.assignQuakeAdjustFactor(ele, Qaf);
}
}
else if (rb_del.Checked)
{
foreach (int ele in eles)
{
cf.CheckModel.deleQuakeAdjustFactor(ele);
}
}
}
/// <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
//}
}
}
