<?xml version="1.0" encoding="ISO-8859-1"?>
<columnTests>
<columnTest id="PEER-SPD-45" version="1"> 
<specimen> 
<name>Zhou et al. 1987, No. 302-07</name> 
<type>Rectangular</type> 
<comments></comments> 
<reference> 
Zhou, Xiaoshen; Satoh, Toshio; Jiang, Weishan; Ono, Arata; and Shimizu, Yasushi, "Behavior of Reinforced Concrete Short Column Under High Axial Load," Transactions of the Japan Concrete Institute, Vol. 9, 1987, pp. 541-548.</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">28.8</concreteStrength> 
<transverseSteel> 
<yieldStress units="MPa">559</yieldStress> 
<strength units="MPa">589</strength> 
<grade></grade> 
</transverseSteel> 
<longitudinalSteel> 
<grade></grade> 
<corner> 
<yieldStress units="MPa">341</yieldStress> 
<strength units="MPa">448</strength> 
</corner> 
<intermediate> 
<yieldStress units="MPa">341</yieldStress> 
<strength units="MPa">448</strength> 
</intermediate> 
</longitudinalSteel> 
</materialProperties> 
<geometry> 
<width units="mm">160</width> 
<depth units="mm">160</depth> 
<lInflection units="mm">480</lInflection> 
<lMeasured units="mm">480</lMeasured> 
<lSplice units="mm">0</lSplice> 
<lBeam units="mm">0</lBeam> 
<configuration>Double Cantilever</configuration> 
</geometry> 
<loading> 
<axialLoad units="kN">517</axialLoad> 
<PDCode>Feff provided</PDCode> 
<lTop>0</lTop> 
<lBottom>0</lBottom> 
</loading> 
<longitudinalReinforcement> 
<diameter units="mm">9.5</diameter> 
<diameterIntermediate units="mm">9.5</diameterIntermediate> 
<numberOfBars>8</numberOfBars> 
<perpendicularToLoad> 
<clearCover units="mm">12.5</clearCover> 
<numberIntermediateBars>1</numberIntermediateBars> 
</perpendicularToLoad> 
<parallelToLoad> 
<clearCover units="mm">12.5</clearCover> 
<numberIntermediateBars>1</numberIntermediateBars> 
</parallelToLoad> 
<reinforcementRatio>0.0222</reinforcementRatio> 
</longitudinalReinforcement> 
<transverseReinforcement> 
<type>R: Rectangular ties (around perimeter)</type> 
<numberShearLegs>2</numberShearLegs> 
<closeSpacing> 
<barDiameter units="mm">5</barDiameter> 
<numberHoopSets>0</numberHoopSets> 
<hoopSpacing units="mm">40</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>0.007</volTransReinfRatio> 
</transverseReinforcement> 
<failureType>Flexure-Shear</failureType> 
<damage> 
<crushing units="mm">0</crushing> 
<spalling units="mm">0</spalling> 
<buckling units="mm">0</buckling> 
<longBarFracture units="mm">0</longBarFracture> 
<spiralFracture units="mm">0</spiralFracture> 
<lossAxial units="mm">0</lossAxial> 
</damage> 
<links>  
<link type="data" description="Force Displacement Data">http://depts.washington.edu/columdat/rectcol/txfiles/zho30207.txt</link> 
</links> 
</columnTest> 

</columnTests>
