Yapı yükünün, zemin yüzeyine yakın bir yerde güvenle taşınabildiği zeminlerde uygulanır. Yüzeysel temeller kenarayak/köprü ayağı altına konumlanır ve böylece üstyapıdan kenarayak/köprü ayağı aracılığıyla akan düşey yük, yüzeysel temel aracılığıyla zemine aktarılır.
Yüzeysel temel görseller Jira Legacy |
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showSummary | false |
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server | System JIRA |
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serverId | 12184a62-cd2a-3b23-8878-0a21493ef13f |
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key | DOC-51Image Added
Kullanıcı Parametreleri
Code Block |
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language | xml |
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theme | Eclipse |
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title | Input Parameters |
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collapse | true |
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<O N="GeometricParameters" T="Project">
<P N="Substructure" V="KKK1" T="TemelReferansObjesi" D="Alt Yapi Objesi" Role="Input" Category="Geometri" />
<O T="ParamInfo" Min="1" Max="1" Required="1" Pick="1" Param="Substructure" />
<P N="thickness" V="1800" D="Temel Kalinliği" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
<P N="FoundationDepth" V="25120" D="Temel Genişliği" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
<P N="LeanWidth" V="14800" D="Grobeton Uzunluğu" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
<P N="LeanDepth" V="26000" D="Grobeton Genişliği" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
<P N="LeanThick" V="150" D="Grobeton Kalinliği" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
<P N="FS" V="3" D="Güvenlik Katsayısı" Role="Input" Category="Geometri" />
<P N="on_depth" V="0" D="Ön Ampatman Genişliği(Kenarayak)" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
<P N="t_width" V="11000" D="Temel Uzunluğu(Kolon)" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
</O>
<O N="FEMParameters" T="Group">
<P N="runMesh" V="2" D="Sonlu Eleman Modeli[Olustur=1/Olusturma=2]" Role="Input" Category="FEM" />
<P N="foundation_Mat" V="NULL" T="Material" D="Material" Role="Input" Category="FEM" />
<P N="meshSize" V="7500" Role="Input" Category="FEM" />
</O> |
...
Code Block |
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language | xml |
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theme | Eclipse |
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title | 3D Geometry |
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collapse | true |
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<O N="Geometry" T="Project">
<O N="ColumnFoundation" T="Group">
<P N="Guard" V="Substructure.SubStructureType.EQ. 2" />
<P N="rotate" V="alignHA(SFoundationRoute, CoordinateX, CoordinateY)" />
</O>
<O N="General" T="Group">
<O N="AbutmentFoundation" T="Group">
<P N="Guard" V="Substructure.SubStructureType.EQ. 1" />
<P N="abutment" V="(Substructure.OD_t/2-Substructure.AD_t/2)" />
<P N="BackLength" V="(Direction*(abutment/cos(beta)+Substructure.YD_w_left+Substructure.AD_t/cos(beta)))" />
<P N="skew" V="((FoundationDepth/2)*tan(beta))" />
<P N="beta" V="Substructure.sRad*(-Substructure.Variable)" />
<P N="Direction" V="Substructure.Variable" />
<P N="abtmnt_width" V="abutment+BackLength+on_depth" />
<P N="Point_1" V="[-BackLength-skew,-FoundationDepth/2]" />
<P N="Point_2" V="[(Direction*(abutment+on_depth))-skew,-FoundationDepth/2]" />
<P N="abtmnt_width" V="linel([Point_1,Point_2])" />
<P N="RouteAngle" V="alignHA(SFoundationRoute,CoordinateX,CoordinateY)" />
<O N="ShallowFoundation" T="Volume" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ" Alignment="SFoundationRoute" AlignH="Orient" AlignV="Fixed" AlignT="Fixed">
<O T="Surface" Z="0">
<O T="Point" X="-BackLength-skew" Y="-FoundationDepth/2" />
<O T="Point" X="-BackLength+skew" Y="FoundationDepth/2" />
<O T="Point" X="(Direction*(abutment+on_depth))+skew" Y="FoundationDepth/2" />
<O T="Point" X="(Direction*(abutment+on_depth))-skew" Y="-FoundationDepth/2" />
</O>
<O T="Surface" Z="-thickness">
<O T="Point" X="-BackLength-skew" Y="-FoundationDepth/2" />
<O T="Point" X="-BackLength+skew" Y="FoundationDepth/2" />
<O T="Point" X="(Direction*(abutment+on_depth))+skew" Y="FoundationDepth/2" />
<O T="Point" X="(Direction*(abutment+on_depth))-skew" Y="-FoundationDepth/2" />
</O>
</O>
<O N="LeanConcrete" T="Group">
<P N="AbutmentLength" V="(Substructure.OD_t/2+Substructure.YD_w_left)+(Substructure.OD_t/2+on_depth)" />
<P N="Deltagb_width" V="(LeanWidth-AbutmentLength)/2" />
<P N="gb_arka_w" V="(Direction*(Substructure.OD_t/2+Substructure.YD_w_left+Substructure.AD_t+Deltagb_width))" />
<P N="gb_on_w" V="(Direction*(Substructure.OD_t/2+on_depth+Deltagb_width))" />
<P N="skew_gb" V="((LeanDepth/2)*tan(beta))" />
<O N="LeanConcrete1" T="Volume" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ-thickness" Alignment="SFoundationRoute" AlignH="Orient" AlignV="Fixed" AlignT="Fixed">
<P N="Opacity" V="0.7" />
<O T="Surface">
<O T="Point" X="-gb_arka_w-skew_gb" Y="-LeanDepth/2" Z="0" />
<O T="Point" X="-gb_arka_w+skew_gb" Y="LeanDepth/2" Z="0" />
<O T="Point" X="gb_on_w+skew_gb" Y="LeanDepth/2" Z="0" />
<O T="Point" X="gb_on_w-skew_gb" Y="-LeanDepth/2" Z="0" />
</O>
<O T="Surface">
<O T="Point" X="-gb_arka_w-skew_gb" Y="-LeanDepth/2" Z="-LeanThick" />
<O T="Point" X="-gb_arka_w+skew_gb" Y="LeanDepth/2" Z="-LeanThick" />
<O T="Point" X="gb_on_w+skew_gb" Y="LeanDepth/2" Z="-LeanThick" />
<O T="Point" X="gb_on_w-skew_gb" Y="-LeanDepth/2" Z="-LeanThick" />
</O>
</O>
</O>
</O>
<O N="ColumnFoundation" T="Group">
<P N="Guard" V="Substructure.SubStructureType.EQ. 2" />
<O N="Bridge_Path" T="Group">
<O N="Edge_Coordinates" T="Group">
<P N="Point_1_LU" V="[CoordinateX-t_width/2,CoordinateY+FoundationDepth/2,CoordinateZ]" />
<P N="Point_2_LA" V="[CoordinateX-t_width/2,CoordinateY-FoundationDepth/2,CoordinateZ]" />
<P N="Point_3_RA" V="[CoordinateX+t_width/2,CoordinateY-FoundationDepth/2,CoordinateZ]" />
<P N="Point_4_RU" V="[CoordinateX+t_width/2,CoordinateY+FoundationDepth/2,CoordinateZ]" />
<P N="Points_Coordinates" V="concat([Point_1_LU],[Point_2_LA],[Point_3_RA],[Point_4_RU])" />
</O>
</O>
<O N="ShallowFoundation" T="Volume" Alignment="SFoundationRoute" AlignH="Orient" AlignV="Fixed" AlignT="Fixed">
<O T="Surface" Z="-thickness">
<O T="Repeat" S="0" E="length(Points_Coordinates)-1" I="1" CTRL="j" j="0">
<O T="Point" X="Points_Coordinates[j][0]" Y="Points_Coordinates[j][1]" Z="Points_Coordinates[j][2]" />
</O>
</O>
<O T="Surface">
<O T="Repeat" S="0" E="length(Points_Coordinates)-1" I="1" CTRL="j" j="0">
<O T="Point" X="Points_Coordinates[j][0]" Y="Points_Coordinates[j][1]" Z="Points_Coordinates[j][2]" />
</O>
</O>
</O>
<O N="LeanConcrete" T="Volume" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ-thickness" Alignment="SFoundationRoute" AlignH="Orient" AlignV="Fixed" AlignT="Fixed">
<P N="Opacity" V="0.5" />
<O T="Surface" Z="0">
<O T="Point" X="LeanWidth/2" Y="LeanDepth/2" />
<O T="Point" X="-LeanWidth/2" Y="LeanDepth/2" />
<O T="Point" X="-LeanWidth/2" Y="-LeanDepth/2" />
<O T="Point" X="LeanWidth/2" Y="-LeanDepth/2" />
</O>
<O T="Surface" Z="-LeanThick">
<O T="Point" X="LeanWidth/2" Y="LeanDepth/2" />
<O T="Point" X="-LeanWidth/2" Y="LeanDepth/2" />
<O T="Point" X="-LeanWidth/2" Y="-LeanDepth/2" />
<O T="Point" X="LeanWidth/2" Y="-LeanDepth/2" />
</O>
</O>
<O N="test" T="Group">
<O N="Width Control" T="Check">
<P N="Criteria" V="t_width .LE. LeanWidth" />
</O>
<O N="Depth Control" T="Check">
<P N="Criteria" V="FoundationDepth .LE. LeanDepth" />
</O>
</O>
</O>
</O>
</O> |
Finite Element Model Jira Legacy |
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showSummary | false |
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server | System JIRA |
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serverId | 12184a62-cd2a-3b23-8878-0a21493ef13f |
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key | DOC-61 |
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Code Block |
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language | xml |
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theme | Eclipse |
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title | FEM |
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collapse | true |
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<O N="FiniteElement" T="Project">
<P N="Guard" V="runMesh.EQ.1" />
<P N="mTol" V="1" />
<O N="Pier" T="Group">
<P N="Guard" V=" Substructure.SubStructureType.EQ. 1 " />
<O N="FoundationTopNode" T="Node" X="Ref_List[0]" Y="Ref_List[1]" Z="Ref_List[2]" />
<O N="FoundationCogNode" T="Node" X="Ref_List[0]" Y="Ref_List[1]" Z="Ref_List[2]-thickness/2" />
<O N="Rigid_Line" T="FELine">
<P N="Node1" V="FoundationTopNode" T="Node" />
<P N="Node2" V="FoundationCogNode" T="Node" />
<P N="Section" V="RigidSec" T="Section" />
</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" UT="Stress" UC="Internal" />
<P N="G" V="17600" D="Beton 28 Günlük Kayma Modülü" UT="Stress" UC="Internal" />
<P N="d" V="0" D="Beton Birim Hacim Ağırlığı" UT="Density" UC="Internal" />
<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)" UT="Stress" UC="Internal" />
<P N="Fc28_cube" V="95" D="28 Günlük Beton Dayanımı (Küp)" UT="Stress" UC="Internal" />
</O>
<O N="Points_Surface" T="Group">
<P N="surface_po1" V="[t_width/2,FoundationDepth/2]" />
<P N="surface_po2" V="[-t_width/2,FoundationDepth/2]" />
<P N="surface_po3" V="[-t_width/2,-FoundationDepth/2]" />
<P N="surface_po4" V="[t_width/2,-FoundationDepth/2]" />
<P N="angle" V="rotate" />
<P N="Critical_Point" V="translate(Ref_List,0,0,-thickness/2)" />
<P N="PrincipalList" V="[Critical_Point]" />
<P N="Foun_Length" V="t_width" />
</O>
<O N="Foundation_Mesh" T="FEMesh" CX="meshSize" CY="meshSize" ConstraintPts="PrincipalList">
<P N="Material" V="foundation_Mat" T="Material" />
<P N="Tz" V="-1000" />
<P N="Tx" V="-1" />
<P N="Ty" V="-1" />
<O T="Surface" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ-thickness/2" Thickness="thickness">
<O T="Point" X="surface_po1[0]+mTol" Y="surface_po1[1]+mTol" Z="0" />
<O T="Point" X="surface_po2[0]-mTol" Y="surface_po2[1]+mTol" Z="0" />
<O T="Point" X="surface_po3[0]-mTol" Y="surface_po3[1]-mTol" Z="0" />
<O T="Point" X="surface_po4[0]+mTol" Y="surface_po4[1]-mTol" Z="0" />
</O>
</O>
</O>
<O N="Abutment" T="Group">
<P N="Guard" V=" Substructure.SubStructureType.EQ. 2" />
<O N="Points_Surface" T="Group">
<P N="surface_po1" V="[-BackLength-skew,-FoundationDepth/2]" />
<P N="surface_po2" V="[-BackLength+skew,FoundationDepth/2]" />
<P N="surface_po3" V="[(Direction*(abutment+on_depth))+skew,FoundationDepth/2]" />
<P N="surface_po4" V="[(Direction*(abutment+on_depth))-skew,-FoundationDepth/2]" />
<P N="PrincipalList" V="[Ref_List]" />
<P N="Foun_Length" V="abtmnt_width" />
</O>
<O N="Foundation_Mesh" T="FEMesh" CX="meshSize" CY="meshSize" ConstraintPts="PrincipalList">
<P N="Material" V="foundation_Mat" T="Material" />
<P N="Tz" V="-1000" />
<P N="Tx" V="-1" />
<P N="Ty" V="-1" />
<O T="Surface" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ" Thickness="thickness" Node1LocalOffZ="thickness/2" Node2LocalOffZ="thickness/2" Node3LocalOffZ="thickness/2" Node4LocalOffZ="thickness/2">
<O T="Point" X="surface_po1[0]+mTol" Y="surface_po1[1]+mTol" Z="0" />
<O T="Point" X="surface_po2[0]-mTol" Y="surface_po2[1]+mTol" Z="0" />
<O T="Point" X="surface_po3[0]-mTol" Y="surface_po3[1]-mTol" Z="0" />
<O T="Point" X="surface_po4[0]+mTol" Y="surface_po4[1]-mTol" Z="0" />
</O>
</O>
</O>
<O N="Soil_Properties" T="Group">
<P N="Modulus_Reaction_Object" V="objs('',NULL,'KBYS_YatakKatsayisiHesabi')" />
<O N="Foundation_Parameter" T="Group">
<P N="Guard" V="length(Modulus_Reaction_Object) .NE. 0" />
<P N="Foundation_List" V="filter(Modulus_Reaction_Object[0].Soil_Parameters_List , x[0] .EQ. thickness .AND. x[1] .EQ. FoundationDepth )" />
<P N="Merged_F_List" V="mergel(Foundation_List)" />
<P N="k_st" V="Merged_F_List[6]" />
<P N="gama_effective" V="Modulus_Reaction_Object[0].gama" />
<P N="Und_Dra_Strength" V="Modulus_Reaction_Object[0].Cu" />
<O N="Bearing_Factors" T="Group">
<P N="F_Nc" V="Merged_F_List[3]" />
<P N="F_Nq" V="Merged_F_List[4]" />
<P N="F_Ngama" V="Merged_F_List[5]" />
<P N="F_phi" V="Merged_F_List[2]" />
</O>
<O N="Shape_Factors" T="Group">
<P N="s_c" V="1+(FoundationDepth/t_width)*(F_Nq/F_Nc)" />
<P N="s_q" V="1+(FoundationDepth/t_width)*tan(F_phi*2*pi/360)" />
<P N="s_gama" V="1-0.4*((FoundationDepth/t_width))" />
</O>
<O N="Depth_Factors" T="Group">
<P N="k_f" V="iif(thickness/FoundationDepth .LE. 1 , thickness/FoundationDepth , atan(thickness/FoundationDepth) )" />
<P N="d_c" V="1+0.4*k_f" />
<P N="d_q" V="1+2*k_f*tan(F_phi*2*pi/360)*((1-sin(F_phi*2*pi/360))^2)" />
<P N="d_gama" V="1" />
</O>
<P N="Ult_Bearing_Capacity" V="Und_Dra_Strength*F_Nc*s_c*d_c+(gama_effective*thickness)*F_Nq*s_q*d_q+0.5*gama_effective*FoundationDepth*F_Ngama*s_gama*d_gama" />
<P N="Allowable_Q_Capacity" V="Ult_Bearing_Capacity/FS" />
</O>
</O>
</O> |
...