<?xml version="1.0" encoding="ISO-8859-1"?>
<columnTests>
<columnTest id="PEER-SPD-138" version="1"> 
<specimen> 
<name>Lynn et al. 1998, 2CLH18</name> 
<type>Rectangular</type> 
<comments></comments> 
<reference> 
Lynn, Abraham; "Seismic Evaluation of Existing Reinforced Concrete Building Colums," Ph.D. Thesis, University of California at Berkeley, Berkley, California, 1999, 284 pages.</reference> 
</specimen> 
<adminInfo> 
<!-- Generated from audit trail records in the database --> 
<submissionDate> </submissionDate> 
<!-- Person who created/last updated this record -->  
<submitter> </submitter> 
<revisionDate> </revisionDate> 
<reviser> </reviser> 
<!-- Original data owner and any restrictions on use -->  
<copyright> </copyright> 
</adminInfo> 
<materialProperties> 
<concreteStrength units="MPa">33.1</concreteStrength> 
<transverseSteel> 
<yieldStress units="MPa">399.9</yieldStress> 
<strength units="MPa">558</strength> 
<grade>275</grade> 
</transverseSteel> 
<longitudinalSteel> 
<grade>275</grade> 
<corner> 
<yieldStress units="MPa">331</yieldStress> 
<strength units="MPa">496</strength> 
</corner> 
<intermediate> 
<yieldStress units="MPa">331</yieldStress> 
<strength units="MPa">496</strength> 
</intermediate> 
</longitudinalSteel> 
</materialProperties> 
<geometry> 
<width units="mm">457.2</width> 
<depth units="mm">457.2</depth> 
<lInflection units="mm">1,473.2</lInflection> 
<lMeasured units="mm">1,473.2</lMeasured> 
<lSplice units="mm">0</lSplice> 
<lBeam units="mm">0</lBeam> 
<configuration>Double Cantilever</configuration> 
</geometry> 
<loading> 
<axialLoad units="kN">503</axialLoad> 
<PDCode>Shear provided</PDCode> 
<lTop>0</lTop> 
<lBottom>0</lBottom> 
</loading> 
<longitudinalReinforcement> 
<diameter units="mm">25.4</diameter> 
<diameterIntermediate units="mm">25.4</diameterIntermediate> 
<numberOfBars>8</numberOfBars> 
<perpendicularToLoad> 
<clearCover units="mm">38.1</clearCover> 
<numberIntermediateBars>1</numberIntermediateBars> 
</perpendicularToLoad> 
<parallelToLoad> 
<clearCover units="mm">38.1</clearCover> 
<numberIntermediateBars>1</numberIntermediateBars> 
</parallelToLoad> 
<reinforcementRatio>0.0194</reinforcementRatio> 
</longitudinalReinforcement> 
<transverseReinforcement> 
<type>R: Rectangular ties (around perimeter)</type> 
<numberShearLegs>2</numberShearLegs> 
<closeSpacing> 
<barDiameter units="mm">9.5</barDiameter> 
<numberHoopSets>3</numberHoopSets> 
<hoopSpacing units="mm">457.2</hoopSpacing> 
</closeSpacing> 
<!-- If uniform, this section will be missing --> 
<wideSpacing> 
<barDiameter units="mm">0</barDiameter> 
<numberHoopSets>0</numberHoopSets> 
<hoopSpacing units="mm">0</hoopSpacing> 
</wideSpacing> 
<volTransReinfRatio>0</volTransReinfRatio> 
</transverseReinforcement> 
<failureType>Flexure-Shear</failureType> 
<damage> 
<crushing units="mm">0</crushing> 
<spalling units="mm">38</spalling> 
<buckling units="mm">38</buckling> 
<longBarFracture units="mm">0</longBarFracture> 
<spiralFracture units="mm">0</spiralFracture> 
<lossAxial units="mm">46</lossAxial> 
</damage> 
<links>  
<link type="data" description="Force Displacement Data">http://depts.washington.edu/columdat/rectcol/txfiles/ly2clh18.txt</link> 
</links> 
</columnTest> 

</columnTests>
