00925nam0 2200277 450 00000827220080606152736.00-13-085198-120070925d2003----km-y0itay50------baengUSa-------001yyComputer visiona modern approachDavid A. Forsyth, Jean PonceUpper Saddle RiverPrentice Hallc2003XXV, 693 p.ill.26 cmPrentice Hall series in artificial intelligence2001Prentice Hall series in artificial intelligenceIntelligenza artificialeVisione da parte degli elaboratori006.3720Forsyth,David A.66810Ponce,Jean66811ITUNIPARTHENOPE20070925RICAUNIMARC000008272P1 006-C/339799PIST2007Computer vision377505UNIPARTHENOPE01412oam 2200433zu 450 991016473700332120210807002102.00-8031-4670-1(CKB)3170000000044969(SSID)ssj0001490325(PQKBManifestationID)11823874(PQKBTitleCode)TC0001490325(PQKBWorkID)11460162(PQKB)10094377(NjHacI)993170000000044969(EXLCZ)99317000000004496920160829d1976 uy engur|||||||||||txtccrResistance to Plane-Stress Fracture (R-Curve Behavior) of A572 Structural Steel[Place of publication not identified]American Society for Testing & Materials19761 online resource (57 pages) illustrationsBibliographic Level Mode of Issuance: Monograph0-8031-0557-6 Resistance to Plane-Stress Fracture SteelFractureSteel, StructuralTestingSteelFracture.Steel, StructuralTesting.620.176Novak S. R922750PQKBBOOK9910164737003321Resistance to Plane-Stress Fracture (R-Curve Behavior) of A572 Structural Steel2070599UNINA