/// <summary>
/// 取得控制验算结果
/// </summary>
/// <returns></returns>
public SingleEleCheckResData GetControlData()
{
SingleEleCheckResData Res = new SingleEleCheckResData();
//对字典进行遍历
foreach (DictionaryEntry DE in _SingleEleCheckRes)
{
Res = Res.TheMaxRatio(DE.Value as SingleEleCheckResData);
}
return(Res);
}
/// <summary>
/// 验算单个单元
/// </summary>
/// <param name="mm">模型对像</param>
/// <param name="iElem">单元号</param>
public void CheckElemByNum(ref Bmodel mm, int iElem)
{
EleCheckResData EleData = new EleCheckResData(iElem); //单元组合验算表
List <string> coms = mm.LoadCombTable.ComSteel;
foreach (string com in coms)
{
double gamma_re = 1.0;//承载力抗震调整系数
//如果未激活则不验算
if (mm.LoadCombTable[com].bACTIVE == false)
{
continue;
}
FrameElement ele = mm.elements[iElem] as FrameElement;
//若为地震组合则取存储的承载力抗震调整系数
if (mm.LoadCombTable[com].hasLC_ANAL(ANAL.ES) ||
mm.LoadCombTable[com].hasLC_ANAL(ANAL.RS))
{
gamma_re = ele.DPs.Gamma_re;
}
//先进行单元内力组合
ElemForce EFcom = mm.CalElemForceComb(mm.LoadCombTable[com], iElem);
//计算强度
double Strength_i = CodeCheck.CalSecMaxStrength_YW(EFcom.Force_i,
mm.sections[ele.iPRO],
ele.DPs) * gamma_re;//i截面计算强度
double Strength_2 = CodeCheck.CalSecMaxStrength_YW(EFcom.Force_48,
mm.sections[ele.iPRO],
ele.DPs) * gamma_re;
double Strength_j = CodeCheck.CalSecMaxStrength_YW(EFcom.Force_j,
mm.sections[ele.iPRO],
ele.DPs) * gamma_re;
//计算稳定性强度
//double Stability_i = CodeCheck.CalStability_YW(EFcom.Force_i, mm.sections[ele.iPRO],
// ele.DPs, mm.mats[ele.iMAT].Elast)*gamma_re;
//double Stability_2 =CodeCheck. CalStability_YW(EFcom.Force_48, mm.sections[ele.iPRO],
// ele.DPs, mm.mats[ele.iMAT].Elast)*gamma_re;
//double Stability_j =CodeCheck. CalStability_YW(EFcom.Force_j, mm.sections[ele.iPRO],
// ele.DPs, mm.mats[ele.iMAT].Elast)*gamma_re;
double Stability_i = CodeCheck.CalSecMaxStability_YW(EFcom.Force_i, mm.sections[ele.iPRO],
ele.DPs, mm.mats[ele.iMAT].Elast) * gamma_re;
double Stability_2 = CodeCheck.CalSecMaxStability_YW(EFcom.Force_48, mm.sections[ele.iPRO],
ele.DPs, mm.mats[ele.iMAT].Elast) * gamma_re;
double Stability_j = CodeCheck.CalSecMaxStability_YW(EFcom.Force_j, mm.sections[ele.iPRO],
ele.DPs, mm.mats[ele.iMAT].Elast) * gamma_re;
double Ratio = Math.Max(Strength_i, Stability_i) / ele.DPs.fy;
double Ratio_2 = Math.Max(Strength_2, Stability_2) / ele.DPs.fy;
double Ratio_j = Math.Max(Strength_j, Stability_j) / ele.DPs.fy;
//加入到数据库
SingleEleCheckResData Secrd =
new SingleEleCheckResData("I", com, EFcom.Force_i.N, EFcom.Force_i.My, EFcom.Force_i.Mz,
Strength_i, Stability_i, Ratio);
SingleEleCheckResData Secrd_2 =
new SingleEleCheckResData("1/2", com, EFcom.Force_48.N, EFcom.Force_48.My, EFcom.Force_48.Mz,
Strength_2, Stability_2, Ratio_2);
SingleEleCheckResData Secrd_j =
new SingleEleCheckResData("J", com, EFcom.Force_j.N, EFcom.Force_j.My, EFcom.Force_j.Mz,
Strength_j, Stability_j, Ratio_j);
Secrd = Secrd.TheMaxRatio(Secrd_2);//取得控制内力
Secrd = Secrd.TheMaxRatio(Secrd_j);
EleData.Add(com, Secrd);//添加到单元验算结果数据中
}
//添加到数据表
if (this._CheckResTable.ContainsKey(iElem))
{
this._CheckResTable.Remove(iElem);
this._CheckResTable.Add(iElem, EleData);
}
else
{
this._CheckResTable.Add(iElem, EleData);
}
}