/// <summary>
/// 输出所有截面的验算结果
/// 按截面进行归并
/// </summary>
/// <param name="mm">模型对像</param>
/// <param name="cr">验算结果数据对像</param>
/// <param name="FileOut">输出文件路径</param>
public static void WriteAllCheckRes(ref Bmodel mm, ref CheckRes cr, string FileOut)
{
FileStream stream = File.Open(FileOut, FileMode.Create);
StreamWriter writer = new StreamWriter(stream);
writer.WriteLine("截面名称\t控制单元号（截面）\t控制组合\tN(kN)\tMy(kN*m)\tMz(kN*m)\t强度(MPa)\t稳定(MPa)\t应力比");
foreach (BSections sec in mm.sections.Values)
{
List <int> curElems = cr.GetElemsBySec(ref mm, sec.Num);//当前截面信息
if (curElems.Count == 0)
{
continue;
}
int num_control = cr.GetControlElem(curElems);//控制单元号
SingleEleCheckResData secrd = cr.CheckResTable[num_control].GetControlData();
writer.WriteLine("{0}\t{1}\t{2}\t{3}\t{4}\t{5}\t{6}\t{7}\t{8}",
sec.Name, num_control.ToString() + "(" + secrd.Sec_contral + ")",
secrd.ComName, (secrd.N / 1e3).ToString("0.0"),
(secrd.My / 1e3).ToString("0.0"), (secrd.Mz / 1e3).ToString("0.0"),
(secrd.Strength / 1e6).ToString("0.0"), (secrd.Stability / 1e6).ToString("0.0"),
secrd.Ratio.ToString("0.00"));
}
writer.Close();
stream.Close();
}
/// <summary>
/// 按截面输出验算结构表格
/// </summary>
/// <param name="mm">模型对像</param>
/// <param name="FileOut">输出文件路径</param>
/// <param name="iSec">截面号</param>
public static void WriteSecCheckRes(ref Bmodel mm, ref CheckRes cr, string FileOut, int iSec)
{
List <int> Elems = mm.getElemBySec(iSec);//单元号表
FileStream stream = File.Open(FileOut, FileMode.Create);
StreamWriter writer = new StreamWriter(stream);
writer.WriteLine("截面名称\t单元号（控制位置）\t控制组合\tN(kN)\tMy(kN*m)\tMz(kN*m)\t强度(MPa)\t稳定(MPa)\t应力比");
foreach (int ele in Elems)
{
SingleEleCheckResData SECR = cr.CheckResTable[ele].GetControlData();
writer.WriteLine(mm.sections[iSec].Name + "\t" + ele.ToString() + "(" + SECR.Sec_contral + ")\t" +
SECR.ComName + "\t" + (SECR.N / 1e3).ToString("0.0") + "\t" + (SECR.My / 1e3).ToString("0.0") +
"\t" + (SECR.Mz / 1e3).ToString("0.0") + "\t" +
(SECR.Strength / 1e6).ToString("0.0") + "\t" + (SECR.Stability / 1e6).ToString("0.0") + "\t" +
SECR.Ratio.ToString("0.00"));
}
writer.WriteLine("\n\n*********控制单元号**********: {0}", cr.GetControlElem(Elems).ToString());
writer.Close();
stream.Close();
}
/// <summary>
/// 输出所有截面验算参数设置
/// </summary>
/// <param name="mm"></param>
/// <param name="cr"></param>
/// <param name="FileOut"></param>
public static void WriteCheckPara(ref Bmodel mm, ref CheckRes cr, string FileOut)
{
FileStream stream = File.Open(FileOut, FileMode.Create);
StreamWriter writer = new StreamWriter(stream);
writer.WriteLine("截面号\t截面名称\t平面内计算长度\t平面外计算长度\t材料设计强度\t净毛面积比\t塑性发展系数γx\t" +
"塑性发展系数γy\t等效弯矩系数βmx\t等效弯矩系数βmy\t等效弯矩系数βtx\t等效弯矩系数βty\t" +
"受弯稳定系数ψbx\t受弯稳定系数ψby\t平面内长细比\t平面外长细比" +
"\t截面类别\t抗震承力调整系数γre\t截面影响系数η");
foreach (BSections sec in mm.sections.Values)
{
List <int> tempElem = mm.getElemBySec(sec.Num);
if (tempElem.Count == 0)
{
continue;
}
int eNum = tempElem[0];
double eLeng = mm.getFrameLength(eNum);
FrameElement fe = mm.elements[eNum] as FrameElement;
DesignParameters DP = fe.DPs;
double ly = DP.Lk_y * eLeng;
double lz = DP.Lk_z * eLeng;
writer.Write("{0}\t{1}\t{2}\t{3}", sec.Num.ToString(), sec.Name, ly.ToString("0.00"), lz.ToString("0.00"));
writer.Write("\t{0}\t{1}\t{2}", DP.fy.ToString("0"), DP.Ratio_Anet.ToString("0.00"), DP.Gamma_y.ToString("0.00"));
writer.Write("\t{0}\t{1}\t{2}", DP.Gamma_z.ToString("0.00"), DP.Belta_my.ToString("0.00"),
DP.Belta_mz.ToString("0.00"));
writer.Write("\t{0}\t{1}", DP.Belta_ty.ToString("0.00"), DP.Belta_tz.ToString("0.00"));
writer.Write("\t{0}\t{1}", DP.Phi_by.ToString("0.00"), DP.Phi_bz.ToString("0.00"));
writer.Write("\t{0}\t{1}", DP.Lemda_y.ToString("0.00"), DP.Lemda_z.ToString("0.00"));
writer.Write("\t{0}\t{1}", DP.SecCat.ToString(), DP.Gamma_re.ToString("0.00"));
writer.Write("\t{0}", DP.Yita.ToString("0.00"));
writer.Write("\n");
}
writer.Close();
stream.Close();
}
/// <summary>
/// 输出单个单元的验算结果表格
/// </summary>
/// <param name="mm">模型对像</param>
/// <param name="FileOut">输出文件路径</param>
/// <param name="cr">截面验算结果</param>
/// <param name="iElem">单元号</param>
public static void WriteElemCheckRes(ref Bmodel mm, ref CheckRes cr, string FileOut, int iElem)
{
FileStream stream = File.Open(FileOut, FileMode.Create);
StreamWriter writer = new StreamWriter(stream);
writer.WriteLine("单元号\t截面位置\t荷载组合\tN(kN)\tMy(kN*m)\tMz(kN*m)\t强度(MPa)\t稳定(MPa)\t应力比");
List <string> coms = mm.LoadCombTable.ComSteel;
foreach (string com in coms)
{
//如果组合未激活，则跳过
if (mm.LoadCombTable[com].bACTIVE == false)
{
continue;
}
SingleEleCheckResData serd = cr.CheckResTable[iElem].GetCheckResByCom(com);
writer.WriteLine("{0}\t{1}\t{2}\t{3}\t{4}\t{5}\t{6}\t{7}\t{8}", iElem.ToString(), serd.Sec_contral, com,
(serd.N / 1e3).ToString("0.0"), (serd.My / 1e3).ToString("0.0"),
(serd.Mz / 1e3).ToString("0.0"), (serd.Strength / 1e6).ToString("0.0"),
(serd.Stability / 1e6).ToString("0.0"), serd.Ratio.ToString("0.00"));
//writer.WriteLine("{0}\t{1}\t{2}\t{3}\t{4}\t{5}\t{6}\t{7}\t{8}", iElem.ToString(), "1/2", com,
// EFcom.Force_48.N.ToString("0.0"), EFcom.Force_48.My.ToString("0.0"),
// EFcom.Force_48.Mz.ToString("0.0"), Strength_2.ToString("0.0"),
// Stability_2.ToString("0.0"), Ratio_2.ToString("0.00"));
//writer.WriteLine("{0}\t{1}\t{2}\t{3}\t{4}\t{5}\t{6}\t{7}\t{8}", iElem.ToString(), "J", com,
// EFcom.Force_j.N.ToString("0.0"), EFcom.Force_j.My.ToString("0.0"),
// EFcom.Force_j.Mz.ToString("0.0"), Strength_j.ToString("0.0"),
// Stability_j.ToString("0.0"), Ratio_j.ToString("0.00"));
}
//输出控制组合
writer.WriteLine("\n\n******控制组合*******: {0}", cr.CheckResTable[iElem].GetControlData().ComName);
writer.Close();
stream.Close();
}
/// <summary>
/// 读入截面验算的设置参数
/// </summary>
/// <param name="mm"></param>
/// <param name="cr"></param>
/// <param name="FileIn"></param>
public static void ReadCheckPara(ref Bmodel mm, ref CheckRes cr, string FileIn)
{
string line = null; //行文本
string[] curdata = null; //当前行数据变量
int curNum = 0; //当前截面号
FileStream stream = File.Open(FileIn, FileMode.Open, FileAccess.Read);
StreamReader reader = new StreamReader(stream);
line = reader.ReadLine();
for (line = reader.ReadLine(); line != null; line = reader.ReadLine())
{
curdata = line.Split("\t".ToCharArray(), StringSplitOptions.RemoveEmptyEntries); //字符串分割
curNum = Convert.ToInt32(curdata[0]); //当前截面号
List <int> eles = mm.getElemBySec(curNum); //当前截面的单元集
foreach (int ele in eles)
{
if (!(mm.elements[ele] is FrameElement))
{
continue;
}
FrameElement fe = mm.elements[ele] as FrameElement;
double len_y = Convert.ToDouble(curdata[2]);
double len_z = Convert.ToDouble(curdata[3]);
double Net_r = Convert.ToDouble(curdata[5]);
double Gamma_y = Convert.ToDouble(curdata[6]);
double Gamma_z = Convert.ToDouble(curdata[7]);
double Betla_my = Convert.ToDouble(curdata[8]);
double Betal_mz = Convert.ToDouble(curdata[9]);
double Betal_ty = Convert.ToDouble(curdata[10]);
double Betal_tz = Convert.ToDouble(curdata[11]);
double Phi_by = Convert.ToDouble(curdata[12]);
double Phi_bz = Convert.ToDouble(curdata[13]);
double F = Convert.ToDouble(curdata[4]); //强度设计值
double Gamma_re = Convert.ToDouble(curdata[17]); //承载力调整系数
SecCategory cat = SecCategory.b;
switch (curdata[16])
{
case "a": cat = SecCategory.a; break;
case "b": cat = SecCategory.b; break;
case "c": cat = SecCategory.c; break;
case "d": cat = SecCategory.d; break;
default: cat = SecCategory.b; break;
}
double Yita = Convert.ToDouble(curdata[18]);//截面影响系数
//更新长细比
CodeCheck.CalDesignPara_lemda(ref mm, ele, len_y, len_z);
//更新受压稳定系数
CodeCheck.CalDesignPara_phi(ref mm, ele, 1, cat);
CodeCheck.CalDesignPara_phi(ref mm, ele, 2, cat);
fe.DPs.SecCat = cat;
fe.DPs.Ratio_Anet = Net_r;
fe.DPs.Gamma_y = Gamma_y;
fe.DPs.Gamma_z = Gamma_z;
fe.DPs.Belta_my = Betla_my;
fe.DPs.Belta_mz = Betal_mz;
fe.DPs.Belta_ty = Betal_ty;
fe.DPs.Belta_tz = Betal_tz;
fe.DPs.fy = F;//强度设计值
fe.DPs.Gamma_re = Gamma_re;
fe.DPs.Yita = Yita;
}
}
reader.Close();
}