LEADER 01850nam  2200481Ia 450 
001 9910700115103321
005 20110427093735.0
035   $a(CKB)5470000002407819
035   $a(OCoLC)715259236
035   $a(EXLCZ)995470000002407819
100   $a20110427d2010      ua             0
101 0 $aeng
135   $aurcn|||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 00$aFinite element analysis of UHPC$b[electronic resource] $estructural performance of an AASHTO type II girder and a 2nd-generation pi-girder
210  1$aMcLean, VA :$cU.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,$d[2010]
215   $a1 online resource (6 pages) $cillustrations (some color)
225 1 $aTechbrief
300   $aTitle from title screen (viewed Apr. 26, 2011).
300   $a"November 2010"--P. 6.
300   $a"FHWA publication no.: FHWA-HRT-10-079."
300   $a"HRDI-06/11-10(150)E"--P. 6.
320   $aIncludes bibliographical references (page 6).
517   $aFinite element analysis of UHPC 
606   $aBridges$xDesign and construction
606   $aHigh strength concrete$xEvaluation
606   $aHigh strength concrete$xTesting
606   $aConcrete beams$xTesting
606   $aStructural analysis (Engineering)
615  0$aBridges$xDesign and construction.
615  0$aHigh strength concrete$xEvaluation.
615  0$aHigh strength concrete$xTesting.
615  0$aConcrete beams$xTesting.
615  0$aStructural analysis (Engineering)
712 02$aTurner-Fairbank Highway Research Center.
801  0$bGPO
801  1$bGPO
906   $aBOOK
912   $a9910700115103321
996   $aFinite element analysis of UHPC$93522708
997   $aUNINA