LEADER 01004nam--2200361---450- 001 990002378730203316 005 20090305161328.0 035 $a000237873 035 $aUSA01000237873 035 $a(ALEPH)000237873USA01 035 $a000237873 100 $a20050125d1973----km-y0itay0103----ba 101 $aeng 102 $aUK 105 $a||||||||001yy 200 1 $a<> victorian class$fa cura di P. E. Razzel, E. W. Wainwright 210 $aLondon$cFrank Cass$d1973 215 $aXLII, 338 p.$d22 cm 410 0$12001 454 1$12001 461 1$1001-------$12001 676 $a301.44420942 702 1$aRAZZEL,$bP. E. 702 1$aWAINWRIGHT,$bR. W. 801 0$aIT$bsalbc$gISBD 912 $a990002378730203316 951 $a301.444 VIC 1 (IEP VIII 345)$b25408 E. C.$cIEP VIII$d00203249 959 $aBK 969 $aECO 979 $aSIAV1$b10$c20050125$lUSA01$h1632 979 $aRSIAV4$b90$c20090305$lUSA01$h1613 996 $aVictorian class$91063503 997 $aUNISA LEADER 01055cam0 22003611i 450 001 990007358070403321 005 20200421120948.0 010 $a0-521-58782-4 035 $a000735807 035 $aFED01000735807 035 $a(Aleph)000735807FED01 035 $a000735807 100 $a20021010d2000----kmuy0itay50------ba 101 0 $aeng 102 $aGB 105 $ay-------001yy 200 1 $aUnit roots cointegration and structural change$fG.S. Maddala, In-Moo Kim 210 $aCambridge$cCambridge University Press$d2000 215 $a500 p.$d28 cm 225 1 $aThemes in modern econometrics 451 1$1001990003740560403321 610 0 $aSerie temporali$aEconometria 676 $a330.0151$v22$zita 700 1$aMaddala,$bG. S.$f<1933-1999>$088795 701 1$aKim,$bIn-Moo$0141814 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990007358070403321 952 $aXV I 373$b483$fDTE 959 $aDTE 996 $aUnit roots cointegration and structural change$9509246 997 $aUNINA DB $aGEN01 LEADER 02960nam 2200373 450 001 9910476945103321 005 20230515190138.0 024 7 $a10.33968/9783966270021-00 035 $a(CKB)5470000000566828 035 $a(NjHacI)995470000000566828 035 $a(EXLCZ)995470000000566828 100 $a20230515d2020 uy 0 101 0 $ager 135 $aur||||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aBeitrag zur Vorbemessung der Biegeversta?rkung von Stahlbetonbauteilen mit Rechteckquerschnitt mittels aufgeklebten CFK-Lamellen /$fCevin Stiehl 210 1$a[Place of publication not identified] :$cHTWK Leipzig - OA-Hochschulverlag,$d2020. 215 $a1 online resource (252 pages) $cillustrations 311 $a3-96627-001-3 330 $a"Since 2012, the subsequent reinforcement of reinforced concrete components with bonded reinforcement has been regulated in a separate guideline. This includes the dimensioning of the adhesively bonded strips made of carbon fiber reinforced plastic (CFRP), which, in addition to the complex iterative bending design, have a very complex bonding behavior. For this purpose, the German Committee for Structural Concrete developed a model for the verification based on experimental evaluations, in which the occurring tensile forces are partly transferred into the component via intermediate elements (partial distances between flexural cracks). Simultaneously, simplified but more inaccurate verification formats were made available to reduce the complexity of the verification. For an early assessment of the use of bonded CFRP strips, different tools have been developed in this paper for reinforced concrete components with a rectangular cross-section depending on the different verification formats. For this purpose, the design parameters were considered separately for pure bending strength and bonding behavior. For a simple calculation, tables for the design with dimensionless coefficients were obtained by analogy with the reinforced concrete construction, with which the required cross-section area for the CFRP strips can be determined by means of a limited stretching from the simplified verification of the flexural load bearing capacity. For a more economical solution, the more precise verification of the force transmission on the intermediate elements was configured in an Excel workbook, because this results in an extraordinary iterative calculation effort.". 606 $aElectronics engineers 606 $aAgriculture 615 0$aElectronics engineers. 615 0$aAgriculture. 676 $a630 700 $aStiehl$b Cevin$01261439 801 0$bNjHacI 801 1$bNjHacl 906 $aBOOK 912 $a9910476945103321 996 $aBeitrag zur Vorbemessung der Biegeverstärkung von Stahlbetonbauteilen mit Rechteckquerschnitt mittels aufgeklebten CFK-Lamellen$92937299 997 $aUNINA