LEADER 01606nam 22004333 450 001 9911021977303321 005 20250815080325.0 010 $a1-394-40169-8 010 $a1-394-40167-1 035 $a(CKB)40247776200041 035 $a(MiAaPQ)EBC32260433 035 $a(Au-PeEL)EBL32260433 035 $a(OCoLC)1532790756 035 $a(EXLCZ)9940247776200041 100 $a20250815d2025 uy 0 101 0 $aeng 135 $aur||||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aReinforced Concrete from 1906 to Today $eApplication to the Evaluation of Structures in the Framework of an Asset Management of Civil Engineering Works 205 $a1st ed. 210 1$aNewark :$cJohn Wiley & Sons, Incorporated,$d2025. 210 4$dİ2025. 215 $a1 online resource (0 pages) 225 1 $aISTE Invoiced Series 311 08$a1-83669-004-5 330 $aThe question that regularly arises for the engineer charged with assessing an existing structure that has not deteriorated concerns how to establish the structural diagnosis of the structure.First, it is necessary to ensure that the structure, when subjected to loads and overloads, retains its normal behavior, i.e. 410 0$aISTE Invoiced Series 676 $a624.183410944 700 $aLauzin$b Xavier$01720618 701 $aShakamalova$b Liliya$01845406 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911021977303321 996 $aReinforced Concrete from 1906 to Today$94429241 997 $aUNINA