| Record ID | marc_loc_updates/v36.i31.records.utf8:16838734:1687 |
| Source | Library of Congress |
| Download Link | /show-records/marc_loc_updates/v36.i31.records.utf8:16838734:1687?format=raw |
LEADER: 01687nam a22003377a 4500
001 2008377481
003 DLC
005 20080729081641.0
008 080416s2007 ndua b s000 0 eng d
010 $a 2008377481
035 $a(OCoLC)ocn191673149
040 $aNDS$cNDS$dDLC
042 $alccopycat
050 00 $aTG445$b.G87 2007
100 1 $aGutkowski, Richard M.
245 10 $aDurability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members /$cR. Gutkowski, H. Forsling.
260 $a[Fargo, N.D.] :$bMountain-Plains Consortium,$c[2007]
300 $avi, 71 p. :$bill. ;$c28 cm.
440 0 $aMPC report ;$vno. 07-190
500 $a"December 2007."
500 $aMountain-Plains Consortium consists of Colorado State University, North Dakota State University, University of Utah, and the University of Wyoming.
504 $aIncludes bibliographical references (p. 69-71).
520 3 $aThe objective of this research study is to examine the long term effectiveness and durability performance of fiber reinforced polymer (FRP) strengthened full size timber bridge members and to investigate their behavior when ultimately load tested....
530 $aAlso available via the World Wide Web.
650 0 $aRailroad bridges$xMaintenance and repair.
650 0 $aWooden bridges$xMaintenance and repair.
700 1 $aForsling, Henrik P.
710 2 $aMountain Plains Consortium.
710 2 $aNorth Dakota State University.
787 0 $aDurability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members$w(OCoLC)141203248
856 41 $uhttp://www.mountain-plains.org/pubs/pdf/MPC07-190.pdf