LEADER 00953nam a22002651i 4500 001 991003924849707536 005 20030926160349.0 008 031111s1980 uika||||||||||||||||eng 020 $a0413470601 035 $ab12493594-39ule_inst 035 $aARCHE-052686$9ExL 040 $aDip.to Lingue$bita$cA.t.i. Arché s.c.r.l. Pandora Sicilia s.r.l. 082 04$a822.9 100 1 $aHay, Malcolm$0167028 245 10$aBond :$ba study of his plays /$cby Malcolm Hay and Philip Roberts 260 $aLondon :$bMethuen,$c1980 300 $a319 p. :$b8 c. di tav. : ill. ;$c19 cm 440 0$aModern theatre profiles 700 1 $aRoberts, Philip Davies 907 $a.b12493594$b02-04-14$c13-11-03 912 $a991003924849707536 945 $aLE012 828.914 BON HAY$g1$i2012000216129$lle012$o-$pE0.00$q-$rl$s- $t0$u0$v0$w0$x0$y.i12928756$z13-11-03 996 $aBond$9183426 997 $aUNISALENTO 998 $ale012$b13-11-03$cm$da $e-$feng$guik$h0$i1 LEADER 02725nam 2200625 a 450 001 9911004709903321 005 20230421043801.0 010 $a1-907747-60-5 010 $a1-60119-189-8 035 $a(CKB)1000000000327176 035 $a(EBL)677924 035 $a(OCoLC)711748585 035 $a(SSID)ssj0000073017 035 $a(PQKBManifestationID)11980445 035 $a(PQKBTitleCode)TC0000073017 035 $a(PQKBWorkID)10103844 035 $a(PQKB)10727750 035 $a(MiAaPQ)EBC677924 035 $a(EXLCZ)991000000000327176 100 $a20101111d1996 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aStainless steel in concrete$b[electronic resource] $estate of the art report /$fprepared by the EFC Working Party on Corrosion of Reinforcement in Concrete ; edited by Ulf Nu?rnberger 210 $aLondon $cPublished for the European Federation of Corrosion by the Institute of Materials$d1996 215 $a1 online resource (46 p.) 225 1 $aEuropean Federation of Corrosion publications ;$vno. 18 225 1 $aBook ;$vno. 657 300 $aDescription based upon print version of record. 311 $a1-86125-008-8 320 $aIncludes bibliographical references (p. 27-29). 327 $aContents; Series Introduction; Preface; Introduction; General statements; Reported Corrosion Resistance of Stainless Reinforcement; Conclusions; Open Questions; References; Annex 330 $aAn up-to-date review of the research and testing being done in several countries to clarify factors affecting the performance of stainless steel reinforcement in concrete exposed to aggressive environments. Highlights differences in the behaviour of the more common grades of stainless steel and considers relative costs and potential areas of application. 410 0$aPublications (European Federation of Corrosion) ;$vno. 18. 410 0$aBook (Institute of Materials, Minerals, and Mining) ;$v657. 606 $aReinforcing bars$xCorrosion 606 $aReinforced concrete$xCorrosion 606 $aStainless steel$xCorrosion 615 0$aReinforcing bars$xCorrosion. 615 0$aReinforced concrete$xCorrosion. 615 0$aStainless steel$xCorrosion. 676 $a620.1723 701 $aNu?rnberger$b Ulf$01824467 712 02$aEFC Working Party on Corrosion of Reinforcement in Concrete. 712 02$aEuropean Federation of Corrosion. 712 02$aInstitute of Materials (Great Britain) 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911004709903321 996 $aStainless steel in concrete$94391593 997 $aUNINA