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Köprü ayakları üst yapıyı taşıyan, üst yapıdan gelen düşey yükleri temele aktaran; sismik yükler, rüzgar yükleri ve çeşitli servis durumu yüklerinden kaynaklanan yatay yükleri taşıyan yapısal elemanlardır. Yaygın olarak kullanılan kolon geometrileri; dikdörtgen kolon, H-kolon ve obligon kolondur.

Dikdörtgen KolonDikdörtgen geometriye sahip

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olan kolon, OpenBrIM

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'de "Dikdörtgen Kolon" objesi

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olarak temsil edilir.

Image Modified

Kullanıcı Parametreleri

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Code Block

language	xml
theme	Eclipse
title	Export
collapse	true

<O T="Export">
    <!-- yüzeysel temel objesi için exportlandı -->
    <P N="SubStructureType" V="2" />
    <P N="ColumnRoute" V="Support.Alignment_.YolAliynmani" />
    <P N="ReferenceCoordinates" V="onliner([Support.StartRefline3,Support.EndRefline3],0.5)" />
    <P N="FoundationRefST" V="toglobal(refline)[0]" />
    <P N="FoundationRefEND" V="toglobal(refline)[1]" />
    <O N="refline" T="Volume" Alignment="ColumnRoute" AlignH="Warp" AlignV="Fixed" AlignT="Fixed">
        <O N="PT1" T="Point" X="ReferenceCoordinates[0]" Y="ReferenceCoordinates[1]-(ColT/2-ColLP)" Z="LocZ" />
        <O N="PT2" T="Point" X="ReferenceCoordinates[0]" Y="ReferenceCoordinates[1]+(ColT/2-ColLP)" Z="LocZ" />
    </O>
</O>

H-Kolon

H şeklinde geometriye sahip köprü ayağı, OpenBrIM sistemi içinde "H-Kolon" olarak temsil edilir.

Image Added

Kullanıcı Parametreleri

Code Block

language	xml
theme	Eclipse
title	Input Parameters
collapse	true

<O N="GeometricParameters" T="Project">
    <P N="Support" V="BK1" T="KBYS_BaslikKirisi" D="Başlık Kirişi" Role="Input" Category="Geometri" />
    <O T="ParamInfo" Min="1" Max="1" Required="1" Pick="1" Param="Support" />
    <P N="LocZ" V="-15000" D="Temel Üst Kotu" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
    <P N="et_width" V="500" D="Et_Kalinligi" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
    <P N="cd_width" V="1000" D="Cidar_Kalinligi" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
    <P N="d1" V="1500" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
    <P N="d2" V="2500" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
</O>
<O N="FEMParameters" T="Group">
    <P N="pierMat" V="NULL" T="Material" D="Material" Role="Input" Category="FEM" />
    <P N="ColumnMesh" V="3" D="Kolondaki Mesh Sayisi" Role="Input" Category="FEM" />
    <P N="runMesh" V="2" D="Sonlu Eleman Modeli[Olustur=1/Olusturma=2]" Role="Input" Category="FEM" />
</O>

Gerekli Parametreler

Başlık kirişi seçimi (Support)

Hangi başlık kirişini referans alması gerektiğini belirtir.

ParamInfo

Z lokasyonu (LocZ) (m)

Temel üst kotunu belirtir.

Et kalınlığı (et_width) (m)

Kolonun yol ekseni doğrultusundaki açıklık boyutudur.

Cidar kalınlığı (cd_width) (m)

Kolonun yol ekseni doğrultusundaki boyutun yarısıdır.

Kolonunu iç geniliği (d1) (m)

Kolonun yol eksenine dik doğrultudaki ve orta kesitinin boyutudur.

Kolonun dış genişliği (d2) (m)

Kolonun yol eksenine dik doğrultudaki ve en dışta kalan kesitinin boyutudur.

3D Geometri

Code Block

language	xml
theme	Eclipse
title	3D Geometry
collapse	true

<O N="Geometry" T="Project">
    <O N="HColumn" T="Volume" Alignment="HColumnRoute" AlignH="Warp" AlignV="Warp" AlignT="Warp" X="Coor_X" Y="Coor_Y" RZ="-SkewAngle">
        <P N="Opacity" V="0.8" />
        <O T="Shape" X="-(et_width/2+cd_width)">
            <O T="Point" Y="-d2/2" Z="Coor_Z" />
            <O T="Point" Y="-d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="Coor_Z" />
        </O>
        <O T="Shape" X="-(et_width/2)">
            <O T="Point" Y="-d2/2" Z="Coor_Z" />
            <O T="Point" Y="-d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="Coor_Z" />
        </O>
        <O T="Shape" X="-(et_width/2)">
            <O T="Point" Y="-d1/2" Z="Coor_Z" />
            <O T="Point" Y="-d1/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d1/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d1/2" Z="Coor_Z" />
        </O>
        <O T="Shape" X="(et_width/2)">
            <O T="Point" Y="-d1/2" Z="Coor_Z" />
            <O T="Point" Y="-d1/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d1/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d1/2" Z="Coor_Z" />
        </O>
        <O T="Shape" X="(et_width/2)">
            <O T="Point" Y="-d2/2" Z="Coor_Z" />
            <O T="Point" Y="-d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="Coor_Z" />
        </O>
        <O T="Shape" X="(et_width/2+cd_width)">
            <O T="Point" Y="-d2/2" Z="Coor_Z" />
            <O T="Point" Y="-d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="Coor_Z" />
        </O>
    </O>
</O>

Finite Element Model
Jira Legacy
showSummary false
server System JIRA
serverId 12184a62-cd2a-3b23-8878-0a21493ef13f
key DOC-59

Code Block

language	xml
theme	Eclipse
title	FEM
collapse	true

<O N="FEM" T="Project">
    <P N="Guard" V="runMesh.EQ.1" />
    <P N="TopPoint" V="Support.Ref_Line" />
    <P N="TopPointX" V="alignHX(HColumnRoute,TopPoint[0],TopPoint[1])" />
    <P N="TopPointY" V="alignHY(HColumnRoute,TopPoint[0],TopPoint[1])" />
    <P N="TopPointZ" V="Support.Ref_Line[2]+alignV(HColumnRoute,TopPoint[0],TopPoint[1])+alignT(HColumnRoute,TopPoint[0],TopPoint[1])" />
    <P N="TopPointAligned" V="[TopPointX,TopPointY,TopPointZ]" />
    <P N="BottomPoint" V="onliner([FoundationRefST,FoundationRefEND],0.5)" />
    <P N="BottomPointX" V="alignHX(HColumnRoute,BottomPoint[0],BottomPoint[1])" />
    <P N="BottomPointY" V="alignHY(HColumnRoute,BottomPoint[0],BottomPoint[1])" />
    <P N="BottomPointZ" V="BottomPoint[2]" />
    <P N="BottomPointAligned" V="[BottomPointX,BottomPointY,BottomPointZ]" />
    <P N="HColumnLine" V="[TopPointAligned,BottomPointAligned]" />
    <P N="Meshhh" V="linesplit(HColumnLine,ColumnMesh)" />
    <P N="AngleSection" V="alignHA(HColumnRoute,TopPoint[0],TopPoint[1])-Support.sRad" />
    <O N="Mesh" T="Repeat" S="0" E="length(Meshhh)-2" I="1" CTRL="i" i="0">
        <O N="TopNode" T="Node" X="Meshhh[i][0]" Y="Meshhh[i][1]" Z="Meshhh[i][2]" />
        <O N="BottomNode" T="Node" X="Meshhh[i+1][0]" Y="Meshhh[i+1][1]" Z="Meshhh[i+1][2]" />
        <O N="line7" T="FELine">
            <P N="Node1" V="TopNode" T="Node" />
            <P N="Node2" V="BottomNode" T="Node" />
            <P N="Section" V="HSection" T="Section" />
            <P N="Beta" V="AngleSection" />
        </O>
    </O>
    <O N="HSection" T="Section">
        <P N="Material" V="pierMat" T="Material" />
        <O T="Shape">
            <O T="Point" Y="-(et_width/2)" X="-d1/2" />
            <O T="Point" Y="-(et_width/2)" X="-d2/2" />
            <O T="Point" Y="-(et_width/2+cd_width)" X="-d2/2" />
            <O T="Point" Y="-(et_width/2+cd_width)" X="d2/2" />
            <O T="Point" Y="-(et_width/2)" X="d2/2" />
            <O T="Point" Y="-(et_width/2)" X="d1/2" />
            <O T="Point" Y="(et_width/2)" X="d1/2" />
            <O T="Point" Y="(et_width/2)" X="d2/2" />
            <O T="Point" Y="(et_width/2+cd_width)" X="d2/2" />
            <O T="Point" Y="(et_width/2+cd_width)" X="-d2/2" />
            <O T="Point" Y="(et_width/2)" X="-d2/2" />
            <O T="Point" Y="(et_width/2)" X="-d1/2" />
        </O>
        <O N="Section_Properties" T="Group">
            <P N="Ax" V="sectionA(HSection)" />
            <P N="Ay" V="sectionAy(HSection)" />
            <P N="Az" V="sectionAz(HSection)" />
            <P N="J" V="sectionJ(HSection)" />
            <P N="Iy" V="sectionIy(HSection)" />
            <P N="Iz" V="sectionIz(HSection)" />
        </O>
    </O>
    <O N="Load_Definition" T="Group">
        <P N="IceLoad" V="refs('Ice_Effects')" />
        <O N="DefinedLoad" T="Group">
            <P N="Guard" V="IceLoad .NE. NULL .AND. length(IceLoad) .NE. 0" />
            <O N="Load_Parameters" T="Group">
                <P N="IceThickness" V="IceLoad[0].ice_thick" />
                <P N="SkewAlpha" V="Support.s" />
                <P N="SkewRad" V="Support.sRad" />
                <P N="IcePressure" V="IceLoad[0].Pressure" />
            </O>
            <O N="Calculations" T="Group">
                <P N="C_n" V="iif(SkewAlpha .LE. 15 , 1 , iif( SkewAlpha .LE. 30 , 0.75 , 0.50)) " />
                <!-- Buzun birim hacim ağırlığı 7 kN/m3 olarak alınmıştır. -->
                <P N="q_1" V="IceThickness*7" />
                <!-- kPa -->
                <P N="q_2" V="1.53*1000" />
                <!-- kPa -->
                <P N="ColumnWidth" V="ColW" />
                <P N="Principal_q" V="q_2" />
                <P N="area_ice" V="IceThickness*ColumnWidth/1000" />
                <P N="force_ice" V="IcePressure*C_n*area_ice/10000" />
            </O>
            <O N="ColumnNodes" T="Group">
                <!-- -->
                <P N="Members" V="map(Mesh,x.line7)" />
                <O N="Beam_Load" T="Group" S="0" E="length(Members)-1" I="1" CTRL="p" p="0">
                    <O N="load1" T="FELineLoad">
                        <P N="LC" V="IceLoad[0].Ice_Load" T="AnalysisCase" />
                        <P N="Beam" V="Members[p]" T="FELine" />
                        <P N="Mag" V="force_ice" />
                        <P N="StartLoc" V="10" />
                        <P N="EndLoc" V="20" />
                        <P N="Dir" V="Fx" T="Text" />
                    </O>
                </O>
            </O>
        </O>
    </O>
</O>

Export

Code Block

language	xml
theme	Eclipse
title	FEM
collapse	true

<O T="Export">
    <P N="ReferenceCoordinates" V="onliner([Support.StartRefline3,Support.EndRefline3],0.5)" />
    <P N="Coor_X" V="ReferenceCoordinates[0]" />
    <P N="Coor_Y" V="ReferenceCoordinates[1]" />
    <P N="Coor_Z" V="ReferenceCoordinates[2]" />
    <P N="HColumnRoute" V="Support.Alignment_.YolAliynmani" />
    <P N="SkewAngle" V="Support.sRad" />
    <P N="FoundationRefST" V="toglobal(refline)[0]" />
    <P N="FoundationRefEND" V="toglobal(refline)[1]" />
    <O N="refline" T="Volume" Alignment="HColumnRoute" AlignH="Warp" AlignV="Fixed" AlignT="Fixed">
        <O N="PT1" T="Point" X="Coor_X" Y="Coor_Y-d1/2" Z="LocZ" />
        <O N="PT2" T="Point" X="Coor_X" Y="Coor_Y+d1/2" Z="LocZ" />
    </O>
</O>

Obligon Kolon

obligon kolon objesi çalışır hale geldikten sonra dokümana eklenecek.

Versions Compared

Old Version 1

New Version 2

Key

Kullanıcı Parametreleri

Kullanıcı Parametreleri

Başlık kirişi seçimi (Support)

ParamInfo

Z lokasyonu (LocZ) (m)

Et kalınlığı (et_width) (m)

Cidar kalınlığı (cd_width) (m)

Kolonunu iç geniliği (d1) (m)

Kolonun dış genişliği (d2) (m)

3D Geometri

Finite Element Model
Jira Legacy
showSummary false
server System JIRA
serverId 12184a62-cd2a-3b23-8878-0a21493ef13f
key DOC-59

Export

Page Comparison

Versions Compared

Old Version 1

New Version 2

Key

Kullanıcı Parametreleri

Kullanıcı Parametreleri

Başlık kirişi seçimi (Support)

ParamInfo

Z lokasyonu (LocZ) (m)

Et kalınlığı (et_width) (m)

Cidar kalınlığı (cd_width) (m)

Kolonunu iç geniliği (d1) (m)

Kolonun dış genişliği (d2) (m)

3D Geometri

Finite Element Model Jira LegacyshowSummaryfalseserverSystem JIRAserverId12184a62-cd2a-3b23-8878-0a21493ef13fkeyDOC-59

Export

Finite Element Model
Jira Legacy
showSummary false
server System JIRA
serverId 12184a62-cd2a-3b23-8878-0a21493ef13f
key DOC-59