LEADER 01657nam a2200337 i 4500
001 991002961589707536
008 060123s2002    miua     b    000 0 eng d
020   $a0870310860
035   $ab1360840x-39ule_inst
040   $aDip.to Ingegneria dell'Innovazione$beng
082 0 $a624.18341$221
245 00$aExamples for the design of structural concrete with strut-and-tie models /$ceditor, Karl-Heinz Reineck
246 30$aStrut-and-tie models
260   $aFarmington Hills, Mich. :$bAmerican Concrete Institute,$cc2002
300   $avi, 242 p. :$bill. ;$c23 cm
490 1 $aACI international SP ;$v208
500   $a"Prepared by members of ACI Subcommittee 445-1, Strut and Tie Models, for sessions at the Fall Convention in Phoenix, October 27 to November 1, 2002, and sponsored by Joint ACI-ASCE Committee 445, Shear and Torsion and ACI Committee 318-E, Shear and Torsion."
650  4$aReinforced concrete
650  4$aConcrete beams
650  4$aStruts (Engineering)
650  4$aTie-rods
700 1 $aReineck, Karl-Heinz
710 2 $aAmerican Concrete Institute.$bConvention$d(2002 :$cPhoenix, Ariz.)
710 2 $aAmerican Concrete Institute.$bSubcommittee 445-1, Strut and Tie Models
830  0$aPublication SP ;$v208
907   $a.b1360840x$b28-01-14$c18-10-07
912   $a991002961589707536
945   $aLE026 624.18341 REI 01.01 2002$g1$i2026000038209$lle026$nProf. Micelli / Biblioteca$op$pE56.01$q-$rl$s-  $t4$u4$v2$w4$x0$y.i14585017$z18-10-07
996   $aExamples for the design of structural concrete with strut-and-tie models$91215619
997   $aUNISALENTO
998   $ale026$b23-01-06$cm$da  $e-$feng$gmiu$h0$i0