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        <O T="Export">
            <!-- Aşağıda exportlanan kısım akıllı köprü mantığına referans verdiği için exportlandı. -->
            <!-- Baslık kirisinin referans verdigi elastomer mesnet listesi -->
            <P N="InfrastructureBearings" V="refs('KBYS_ElastomerMesnet')" T="KBYS_ElastomerMesnet" D="Bu objeye referans veren tum mesnetler" />
            <P N="HeightCalcBearing" V="InfrastructureBearings[0]" />
            <!-- Baslik Kirisinin referans verdigi mesnetlerin kaide ve elastomer kalınlıkları toplamı -->
            <P N="Z1" V="iif(HeightCalcBearing .EQ. NULL,220, (HeightCalcBearing.BearingsThickness))" />
            <!-- Baslik Kirisinin referans verdigi mesnetlerin referans verdigi öngermeli kiris listesi -->
            <P N="BearingsBeams" V="refs('KBYS_OngerilmeliIKiris')" T="KBYS_OngerilmeliIKiris" D="Bu objeye referans veren tum kirisler" />
            <P N="HeightCalcBeam" V="iif( HeightCalcBearing .EQ. NULL , NULL , HeightCalcBearing.BearingsBeams[0])" />
            <!-- Sistemde baslık kirisiyle dolaylı olarak baglantılı olan kirislerin yukseklikleri -->
            <P N="Z2" V="iif(HeightCalcBeam.EQ.NULL,650,HeightCalcBeam.K_HBeams) " />
            <!-- Sistemde baslık kirisiyle dolaylı olarak baglantılı olan dosemelerin kalınlıkları -->
            <P N="BeamsSlab" V="refs('KBYS_Doseme')" T="KBYS_Doseme" D="Bu objeye referans veren tum dosemeler" />
            <P N="HeightCalcSlab" V="iif( HeightCalcBeam .EQ. NULL , NULL , HeightCalcBeam.BeamsSlab[0])" T="KBYS_Doseme" />
            <P N="Z3" V="iif(HeightCalcSlab.EQ.NULL,250,HeightCalcSlab.SlabThickness)" />
            <!-- T Kesitli baslık kirislerde, doseme derzi oldugu durumlarda baslik kirisinin "T" siyle doseme derzinin hacimleri kesisiyordu
                Bu durumu engellemek adına sistemde baslık kirisiyle baglantılı olan doseme derzi oldugunda baslik kirisi kendi hacmini ona gore ayarlıyor.. -->
            <P N="BeamsSlabJoint" V="refs('KBYS_DosemeDerzi')" T="KBYS_DosemeDerzi" />
            <P N="HeightCalcJoint" V="iif( HeightCalcSlab .EQ. NULL , NULL , HeightCalcSlab.BeamsSlabJoint[0])" T="KBYS_DosemeDerzi" />
            <P N="Z4" V="iif(HeightCalcJoint.EQ.NULL,0,HeightCalcJoint.JointThickness)" />
            <!-- CantileverLength parametresi deprem takozu objesi için exportlandı. -->
            <P N="CantileverLength" V="(CB_b1-CB_b2)/2" />
            <!-- Aşağıda exportlanan parametreler kenarayak refline hesaplarında kullanıldığı için exportlanmıştır.  -->
            <P N="sRad" V="s*2*pi/360" />
            <P N="h2" V="CB_h2+de*m/100" />
            <P N="m" V="-0.08" />
            <P N="CB_h2" V="Z1+Z2+Z3" D="2.faz Beton Yuksekligi" />
            <P N="Skewness" V="((depth_hh/2)*(tan(-sRad)))" />
            <P N="de" V="(CB_b1-CB_b2)/2+CB_b2" />
            <!-- Aşağıdaki koordinatlar sonraki objelerde reflinedan değer çeken objeler için exportlanmıştır. -->
            <!-- Baslik kirisinde konsollarda 2 ve alt tabanında 1 olmak uzere toplam 3 refline bulunmaktadır. -->
            <!-- Refline ve Refline2 konsollardaki reflinelar. Elastomer mesnete referans vermektedir -->
            <P N="StartRefline" V="toglobal(refline)[0]" />
            <P N="EndRefline" V="toglobal(refline)[1]" />
            <P N="StartRefline2" V="toglobal(refline2)[0]" />
            <P N="EndRefline2" V="toglobal(refline2)[1]" />
            <!-- Refline3 , baslık kirisinin alt tabanındaki refline. Kolonlara referans vermektedir. -->
            <P N="StartRefline3" V="toglobal(refline3)[0]" />
            <P N="EndRefline3" V="toglobal(refline3)[1]" />
            <P N="Ref_Line" V="onliner([StartRefline3,EndRefline3],0.5)" />
            <O T="Group" Y="LocY" X="LocX" Alignment="Alignment_.YolAliynmani" AlignH="Warp" AlignV="Warp" AlignT="Warp">
                <O N="refline" T="Volume">
                    <O N="PT1" T="Point" Y="depth_hh/2" X="(CB_b2/2+(CB_b1/2-CB_b2/2)/2)/cos(-sRad)+Skewness" Z="-(h2)" />
                    <O N="PT2" T="Point" Y="-depth_hh/2" X="+(CB_b2/2+(CB_b1/2-CB_b2/2)/2)/cos(-sRad)-Skewness" Z="-(h2)" />
                </O>
                <O N="refline2" T="Volume">
                    <O N="PT1" T="Point" Y="(depth_hh/2)" X="-(CB_b2/2+(CB_b1/2-CB_b2/2)/2)/cos(-sRad)+(depth_hh/2)*tan(-sRad)" Z="-(CB_h2)" />
                    <O N="PT2" T="Point" Y="-(depth_hh/2)" X="-(CB_b2/2+(CB_b1/2-CB_b2/2)/2)/cos(-sRad)-(depth_hh/2)*tan(-sRad)" Z="-(CB_h2)" />
                </O>
                <O N="refline3" T="Volume">
                    <O N="PT1" T="Point" Y="(depth_hh/2)" X="+(depth_hh/2)*tan(-sRad)" Z="-(CB_h1+CB_h2)" />
                    <O N="PT2" T="Point" Y="-(depth_hh/2)" X="-(depth_hh/2)*tan(-sRad)" Z="-(CB_h1+CB_h2)" />
                </O>
            </O>
        </O>
    </O>

    <O N="FiniteElement" T="Group" Alignment="Alignment_.YolAliynmani" AlignH="Warp" AlignV="Warp" AlignT="Warp" Exported="1">
        <P N="Guard" V="runMesh.EQ.1" />
        <!-- Baslık Kirisinin sol konsoluna yerlesen mesnetlerin listesi -->
        <P N="Left_Side_Bearings" V="filter(InfrastructureBearings,x.activeref .EQ. 1)" />
        <!-- Baslık Kirisinin sag konsoluna yerlesen mesnetlerin listesi -->
        <P N="Right_Side_Bearings" V="filter(InfrastructureBearings,x.activeref .EQ. 2)" />
        <!-- Baslik Kirisi alt yuzeyinde bulunan refline'ın orta noktası -->
        <P N="Ref_Line" V="onliner([StartRefline3,EndRefline3],0.5)" />
        <P N="Ref_Po" V="[Ref_Line[0],Ref_Line[1],Ref_Line[2]+CB_h1]" />
        <O N="Sorted_Bearings_List" T="Group">
            <!-- Listelerin LocY'ye göre sıralanması -->
            <P N="Sorted_Left_Bearings" V="sort(Left_Side_Bearings,x.ElastomerPosition[1])" />
            <P N="Sorted_Right_Bearings" V="sort(Right_Side_Bearings,x.ElastomerPosition[1])" />
        </O>
        <O N="Boundary_Condition" T="Group">
            <!-- Baslik Kirisinin iki uç noktasının koordinat listeleri -->
            <P N="Leftmost_Bearings" V="[StartRefline3[0],StartRefline3[1],StartRefline3[2]+CB_h1]" />
            <P N="Rightest_Bearings" V="[EndRefline3[0],EndRefline3[1],EndRefline3[2]+CB_h1]" />
        </O>
        <O N="Sections_and_Properties" T="Group">
            <O N="First_State" T="Group">
                <P N="Guard" V="length(InfrastructureBearings) .EQ. 0 " />
                <O N="S_SS1" T="Section">
                    <P N="Material" V="SubSecMat" T="Material" />
                    <O T="Shape">
                        <O T="Point" X="Bearing_Width1" Y="0" />
                        <O T="Point" X="-Bearing_Width1" Y="0" />
                        <O T="Point" X="-Bearing_Width1" Y="-CB_h1" />
                        <O T="Point" X="Bearing_Width1" Y="-CB_h1" />
                    </O>
                </O>
                <O N="Section_Properties" T="Group">
                    <P N="Ax" V="sectionA(S_SS1)" />
                    <P N="Ay" V="sectionAy(S_SS1)" />
                    <P N="Az" V="sectionAz(S_SS1)" />
                    <P N="J" V="sectionJ(S_SS1)" />
                    <P N="Iy" V="sectionIy(S_SS1)" />
                    <P N="Iz" V="sectionIz(S_SS1)" />
                </O>
            </O>
            <O N="Second_State" T="Group">
                <P N="Guard" V="length(InfrastructureBearings) .NE. 0 " />
                <O N="S_SS2" T="Section">
                    <P N="Material" V="SubSecMat" T="Material" />
                    <O T="Shape">
                        <O T="Point" X="CapBeam_Width2" Y="0" />
                        <O T="Point" X="-CapBeam_Width2" Y="0" />
                        <O T="Point" X="-CapBeam_Width2" Y="-CapBeam_Thick2" />
                        <O T="Point" X="CapBeam_Width2" Y="-CapBeam_Thick2" />
                    </O>
                </O>
                <O N="Section_Properties" T="Group">
                    <P N="Ax" V="sectionA(S_SS2)" />
                    <P N="Ay" V="sectionAy(S_SS2)" />
                    <P N="Az" V="sectionAz(S_SS2)" />
                    <P N="J" V="sectionJ(S_SS2)" />
                    <P N="Iy" V="sectionIy(S_SS2)" />
                    <P N="Iz" V="sectionIz(S_SS2)" />
                </O>
            </O>
            <O N="RigidSec" T="Section">
                <P N="Material" V="RigMat" T="Material" />
                <P N="Ay" V="1e+10" />
                <P N="Ax" V="1e+10" />
                <P N="Az" V="1e+10" />
                <P N="J" V="1e+10" />
                <P N="Iy" V="1e+10" />
                <P N="Iz" V="1e+10" />
                <P N="Izy" V="1e+10" />
            </O>
            <O N="RigMat" T="Material">
                <P N="E" V="44000" D="Beton 28 Günlük Elastisite Modülü" />
                <P N="G" V="17600" D="Beton 28 Günlük Kayma Modülü" />
                <P N="d" V="0" D="Beton Birim Hacim Ağırlığı" />
                <P N="a" V="0.00001" D="Beton Isıl Genleşme Katsayısı" />
                <P N="Nu" V="0.2" D="Beton Poisson Oranı" />
                <P N="Type" V="Concrete" T="Text" />
                <P N="Fc28" V="80" D="28 Günlük Beton Dayanımı (Silindir)" />
                <P N="Fc28_cube" V="95" D="28 Günlük Beton Dayanımı (Küp)" />
            </O>
        </O>
        <O N="First_Condition" T="Group">
            <!-- Baslik kirisi objesinin referans verdigi elastomer mesnet tanımlanmadıgı zaman olusan durum. -->
            <P N="Guard" V="length(InfrastructureBearings) .EQ. 0 " />
            <P N="Center_Node_List" V="sort(concat([Leftmost_Bearings],[Ref_Po],[Rightest_Bearings]),x[1])" />
            <!-- Repeat tanımlandıgı zaman objfsgaklnby hatası veriyor. -->
            <O N="Sol_Kisim" T="Group">
                <O N="Mid_Node_S1" T="Node" X="Center_Node_List[0][0]" Y="Center_Node_List[0][1]" Z="Center_Node_List[0][2]" />
                <O N="Mid_Node_S1_F" T="Node" X="Center_Node_List[0][0]+CB_b1/2" Y="Center_Node_List[0][1]" Z="Center_Node_List[0][2]" />
                <O N="Mid_Node_S1_FU" T="Node" X="Center_Node_List[0][0]+CB_b1/2" Y="Center_Node_List[0][1]" Z="Center_Node_List[0][2]+CB_h2" />
                <O N="Mid_Node_S1_B" T="Node" X="Center_Node_List[0][0]-CB_b1/2" Y="Center_Node_List[0][1]" Z="Center_Node_List[0][2]" />
                <O N="Mid_Node_S1_BU" T="Node" X="Center_Node_List[0][0]-CB_b1/2" Y="Center_Node_List[0][1]" Z="Center_Node_List[0][2]+CB_h2" />
            </O>
            <O N="Orta_Kisim" T="Group">
                <O N="Mid_Node_S2" T="Node" X="Center_Node_List[1][0]" Y="Center_Node_List[1][1]" Z="Center_Node_List[1][2]" />
                <O N="Mid_Node_S2_F" T="Node" X="Center_Node_List[1][0]+CB_b1/2" Y="Center_Node_List[1][1]" Z="Center_Node_List[1][2]" />
                <O N="Mid_Node_S2_FU" T="Node" X="Center_Node_List[1][0]+CB_b1/2" Y="Center_Node_List[1][1]" Z="Center_Node_List[1][2]+CB_h2" />
                <O N="Mid_Node_S2_B" T="Node" X="Center_Node_List[1][0]-CB_b1/2" Y="Center_Node_List[1][1]" Z="Center_Node_List[1][2]" />
                <O N="Mid_Node_S2_BU" T="Node" X="Center_Node_List[1][0]-CB_b1/2" Y="Center_Node_List[1][1]" Z="Center_Node_List[1][2]+CB_h2" />
            </O>
            <O N="Sag_Kisim" T="Group">
                <O N="Mid_Node_S3" T="Node" X="Center_Node_List[2][0]" Y="Center_Node_List[2][1]" Z="Center_Node_List[0][2]" />
                <O N="Mid_Node_S3_F" T="Node" X="Center_Node_List[2][0]+CB_b1/2" Y="Center_Node_List[2][1]" Z="Center_Node_List[2][2]" />
                <O N="Mid_Node_S3_FU" T="Node" X="Center_Node_List[2][0]+CB_b1/2" Y="Center_Node_List[2][1]" Z="Center_Node_List[2][2]+CB_h2" />
                <O N="Mid_Node_S3_B" T="Node" X="Center_Node_List[2][0]-CB_b1/2" Y="Center_Node_List[2][1]" Z="Center_Node_List[2][2]" />
                <O N="Mid_Node_S3_BU" T="Node" X="Center_Node_List[2][0]-CB_b1/2" Y="Center_Node_List[2][1]" Z="Center_Node_List[2][2]+CB_h2" />
            </O>
            <O N="Bottom_Node" T="Node" X="Ref_Line[0]" Y="Ref_Line[1]" Z="Ref_Line[2]" />
            <O N="ForBeams" T="Group">
                <O N="SizeForSection" T="Group">
                    <P N="Bear_Thick1" V="CB_h1" />
                    <P N="Bearing_Width1" V="CantileverLength" />
                    <P N="Bear_Depth1" V="depth_hh" />
                </O>
                <O N="Beam-Left" T="FELine">
                    <P N="Node1" V="Mid_Node_S1" T="Node" />
                    <P N="Node2" V="Mid_Node_S2" T="Node" />
                    <P N="Section" V="S_SS1" T="Section" />
                </O>
                <O N="Beam-Right" T="FELine">
                    <P N="Node1" V="Mid_Node_S2" T="Node" />
                    <P N="Node2" V="Mid_Node_S3" T="Node" />
                    <P N="Section" V="S_SS1" T="Section" />
                </O>
                <O N="Rigid_Links" T="Group">
                    <!-- Repeat duzelince kod kısaltılacak . -->
                    <!-- Sol Taraf -->
                    <O N="Rig_Right" T="FELine">
                        <P N="Node1" V="Mid_Node_S1" T="Node" />
                        <P N="Node2" V="Mid_Node_S1_F" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Left" T="FELine">
                        <P N="Node1" V="Mid_Node_S1" T="Node" />
                        <P N="Node2" V="Mid_Node_S1_B" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_U" T="FELine">
                        <P N="Node1" V="Mid_Node_S1_F" T="Node" />
                        <P N="Node2" V="Mid_Node_S1_FU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_A" T="FELine">
                        <P N="Node1" V="Mid_Node_S1_B" T="Node" />
                        <P N="Node2" V="Mid_Node_S1_BU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <!-- Orta Taraf -->
                    <O N="Rig_Right" T="FELine">
                        <P N="Node1" V="Mid_Node_S2" T="Node" />
                        <P N="Node2" V="Mid_Node_S2_F" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Left" T="FELine">
                        <P N="Node1" V="Mid_Node_S2" T="Node" />
                        <P N="Node2" V="Mid_Node_S2_B" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_U" T="FELine">
                        <P N="Node1" V="Mid_Node_S2_F" T="Node" />
                        <P N="Node2" V="Mid_Node_S2_FU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_A" T="FELine">
                        <P N="Node1" V="Mid_Node_S2_B" T="Node" />
                        <P N="Node2" V="Mid_Node_S2_BU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <!-- Sag Taraf -->
                    <O N="Rig_Right" T="FELine">
                        <P N="Node1" V="Mid_Node_S3" T="Node" />
                        <P N="Node2" V="Mid_Node_S3_F" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Left" T="FELine">
                        <P N="Node1" V="Mid_Node_S3" T="Node" />
                        <P N="Node2" V="Mid_Node_S3_B" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_U" T="FELine">
                        <P N="Node1" V="Mid_Node_S3_F" T="Node" />
                        <P N="Node2" V="Mid_Node_S3_FU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_A" T="FELine">
                        <P N="Node1" V="Mid_Node_S3_B" T="Node" />
                        <P N="Node2" V="Mid_Node_S3_BU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <!-- Merkez Node -->
                    <O N="Center_LoadTransfer" T="FELine">
                        <P N="Node1" V="Mid_Node_S2" T="Node" />
                        <P N="Node2" V="Bottom_Node" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                </O>
            </O>
        </O>
        <O N="Second_Condition" T="Group">
            <P N="Guard" V="length(InfrastructureBearings) .NE. 0 " />
            <!-- Mesnet Seçili olursa -->
            <O N="Bearing_Fixing" T="Group">
                <!-- Sol Konsoldaki mesnet listesi -->
                <P N="Left_Nodes" V="map(Sorted_Left_Bearings,x.ElastomerPosition)" />
                <!-- Sag Konsoldaki mesnet listesi -->
                <P N="Right_Nodes" V="map(Sorted_Right_Bearings,x.ElastomerPosition)" />
                <P N="First_List" V="concat(Left_Nodes,Right_Nodes)" />
                <!-- Baslik Kirisinin Finite Modelinde kullanılacak olan butun noktaların koordinat listesi -->
                <P N="Last_List" V="concat(First_List,[Ref_Po],[Leftmost_Bearings],[Rightest_Bearings])" />
                <P N="General_Node_List" V="sort( Last_List,x[1])" />
            </O>
            <O N="Loop1" T="Repeat" S="0" E="length(General_Node_List)-1" I="1" CTRL="g" g="0">
                <O N="Interpolation_1" T="Group">
                    <P N="y1_1" V="StartRefline3[0]" />
                    <P N="x1_1" V="StartRefline3[1]" />
                    <P N="y3_1" V="EndRefline3[0]" />
                    <P N="x3_1" V="EndRefline3[1]" />
                    <P N="x2_1" V="General_Node_List[g][1]" />
                    <P N="y2_1" V="((x2_1-x1_1)*(y3_1-y1_1))/(x3_1-x1_1)+y1_1" />
                    <P N="z2_1" V="Ref_Po[2]" />
                    <!-- x ve y karıştırılmamıştır. -->
                    <!-- İlk Dugum icin Interpolation -->
                </O>
                <O N="Node_Descr" T="Group">
                    <O N="Node_1" T="Node" X="y2_1" Y="x2_1" Z="z2_1" />
                </O>
                <O N="Member" T="FELine">
                    <P N="Guard" V="g .LE. length(General_Node_List)-2" />
                    <P N="Node1" V="Loop1[g].Node_1" T="Node" />
                    <P N="Node2" V="Loop1[g+1].Node_1" T="Node" />
                    <P N="Section" V="S_SS2" T="Section" />
                </O>
                <O N="Boundary_Condition" T="Group">
                    <P N="Guard" V=" g .GT. 0 .AND. g .LT.length(General_Node_List)-1" />
                    <O N="Rig_Node" T="Node" X="General_Node_List[g][0]" Y="General_Node_List[g][1]" Z="General_Node_List[g][2]" />
                    <O N="Rig_Link" T="FELine">
                        <P N="Node1" V="Node_1" T="Node" />
                        <P N="Node2" V="Rig_Node" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                </O>
                <O N="SizeForSection" T="Group">
                    <P N="CapBeam_Thick2" V="CB_h1" />
                    <P N="CapBeam_Width2" V="CantileverLength" />
                    <P N="CapBeam_Depth2" V="depth_hh" />
                </O>
            </O>
            <O N="Center_Top" T="Node" X="Ref_Po[0]" Y="Ref_Po[1]" Z="Ref_Po[2]" />
            <O N="Center_Bot" T="Node" X="Ref_Line[0]" Y="Ref_Line[1]" Z="Ref_Line[2]" />
            <O N="Rigid_Line" T="FELine">
                <P N="Node1" V="Center_Top" T="Node" />
                <P N="Node2" V="Center_Bot" T="Node" />
                <P N="Section" V="RigidSec" T="Section" />
            </O>
        </O>
    </O>