| Record ID | ia:sensitivityanaly00rauh |
| Source | Internet Archive |
| Download MARC XML | https://archive.org/download/sensitivityanaly00rauh/sensitivityanaly00rauh_marc.xml |
| Download MARC binary | https://www.archive.org/download/sensitivityanaly00rauh/sensitivityanaly00rauh_meta.mrc |
LEADER: 01608nam 2200349Ii 4500
001 D10090 57724
003 dti
005 20030609102948.0
008 771111s1976 dcu b f000 0 eng d
035 $aocm03410633
040 $aTRL$cTRL
049 $v1-2$c1$c002
090 $aTE662$b.A3 no. FHWA-RD-76-23, 76-24
100 10 $aRauhut, J. Brent.
245 10 $aSensitivity analysis of FHWA structural model VESYS II :$bfinal report /$c[J. Brent Rauhut, John C. O'Quin, W. R. Hudson ; Austin Research Engineers Inc.].
260 0 $aWashington :$bFederal Highway Administration ;$aSpringfield, Va. :$bAvailable through the National Technical Information Service,$c1976.
300 $a2 v. :$bill. ;$c28 cm.
490 1 $aReport - Federal Highway Administration ; no. FHWA-RD-76-23, 24
500 $aPB 271 987/AS (vol.1); PB 271 988/AS (vol.2)
500 $aFederal Highway Administration R&D report nos. S0635, and S0636.
504 $aIncludes bibliographical references.
505 0 $av. 1. Preparatory and related studies.--v. 2. Sensitivity analysis.
690 $aFlexible pavements$xComputer programs.
690 $aVESYS IIM (Computer program)
700 10 $aO'Quin, John C.
700 10 $aHudson, W. Ronald.
710 20 $aAustin Research Engineers, Inc.
710 10 $aUnited States.$bFederal Highway Administration.
810 1 $aUnited States.$bFederal Highway Administration.$tReport ;$vno. FHWA-RD-76-23, 24.
910 - $abua/pp v.1-2 c.1-6
920 $aHEADQUARTERS$hTE 662 .A3 no., FHWA-, RD-, 76-23$t1$jAvailable
920 $aHEADQUARTERS$hTE 662 .A3 no., FHWA-, RD-, 76-24$t1$jAvailable