LEADER 00989nam0-2200277 --450 001 9910592400303321 005 20220923111626.0 010 $a979-12-80116-07-9 100 $a20220923d2021----kmuy0itay5050 ba 101 0 $aita 102 $aIT 105 $aa a 001yy 200 1 $aPoseidonia-Paestum$eguida storica dei monumenti greci e romani$c<>ritorono del tuffatore$fdi Fabio Astone$eHera-Atena e la Madonna del Granato, il segreto delle rose di Paestum, la medicina a Paestum$fFernando La Greca$gprefazione di Roberto Pellecchia 210 $aOgliastro Cilento (SA)$cLicosia$d2021 215 $a256 p.$cill.$d21 cm 610 0 $aPaestum$aSito archeologico 700 1$aLa Greca,$bFernando$0262094 702 1$aPellecchia,$bRoberto 702 1$aAstone,$bFabio 801 0$aIT$bUNINA$gREICAT$2UNIMARC 901 $aBK 912 $a9910592400303321 952 $aSEZ.NA B 3841$b629/2022$fFARBC 959 $aFARBC 996 $aPoseidonia-Paestum$91780643 997 $aUNINA LEADER 05393nam 2200697 450 001 9910132170103321 005 20170817211905.0 010 $a3-433-60405-3 010 $a3-433-60401-0 010 $a3-433-60403-7 035 $a(CKB)3710000000168238 035 $a(EBL)1729557 035 $a(SSID)ssj0001378339 035 $a(PQKBManifestationID)11907622 035 $a(PQKBTitleCode)TC0001378339 035 $a(PQKBWorkID)11339925 035 $a(PQKB)10585681 035 $a(OCoLC)891384172 035 $a(MiAaPQ)EBC1729557 035 $a(PPN)189816171 035 $a(EXLCZ)993710000000168238 100 $a20140910h20142014 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aStrengthening of concrete structures with adhesive bonded reinforcement $edesign and dimensioning of CFRP laminates and steel plates /$fKonrad Zilch, Roland Niedermeier, Wolfgang Finckh ; editors, Konrad Bergmeister, Frank Fingerloos, H. 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Mult ; coverdesign, Hans Baltzer 205 $a5th ed. 210 1$aBerlin, Germany :$cErnst & Sohn,$d2014. 210 4$d©2014 215 $a1 online resource (160 p.) 300 $aDescription based upon print version of record. 311 $a3-433-03086-3 320 $aIncludes bibliographical references and index. 327 $aStrengthening of Concrete Structures with Adhesively Bonded Reinforcement: Design and Dimensioning of CFRP Laminates and Steel Plates; Contents; Editorial; 1 Introduction; 1.1 The reason behind this book; 1.2 Strengthening with adhesively bonded reinforcement; 2 DAfStb guideline; 2.1 The reasons for drawing up a guideline; 2.2 Preparatory work; 2.3 Work on the guideline; 2.4 The structure and content of the guideline; 2.4.1 General; 2.4.2 Design and detailing; 2.4.3 Products and systems; 2.4.4 Execution; 2.4.5 Planning; 2.5 Safety concept; 2.6 Applications; 2.6.1 Member to be strengthened 327 $a2.6.2 Strengthening systems2.6.3 Ambient conditions; 2.6.4 Fire protection; 2.7 Relationship with other regulations; 2.8 Documents and assistance for practical applications; 3 Design of strengthening measures with externally bonded CFRP strips; 3.1 Principles; 3.2 Verification of flexural strength; 3.3 Bond analysis; 3.3.1 Principles; 3.3.2 Simplified method; 3.3.3 More accurate method; 3.3.3.1 General; 3.3.3.2 Determining the crack spacing; 3.3.3.3 Accurate analysis of concrete element between cracks; 3.3.3.4 Simplified analysis of element between cracks; 3.3.4 End anchorage analysis 327 $a3.3.4.1 General3.3.4.2 End anchorage analysis at flexural crack nearest to point of contraflexure; 3.3.4.3 Anchorage analysis at an arbitrary concrete element between cracks; 3.3.4.4 End anchorage analysis with shear wrapping; 3.4 Shear force analyses; 3.4.1 Shear strength; 3.4.2 Shear strengthening; 3.4.2.1 Full wrapping in steel; 3.4.2.2 Full wrapping in fibre-reinforced material; 3.4.2.3 U-wrapping; 3.4.3 End strap to prevent concrete cover separation failure; 3.5 Fatigue analysis; 3.6 Analyses for the serviceability limit state; 3.7 Detailing; 3.7.1 Strip spacing 327 $a3.7.2 Provision of shear straps3.7.3 Steel shear straps; 4 Example 1: Strengthening a slab with externally bonded CFRP strips; 4.1 System; 4.1.1 General; 4.1.2 Loading; 4.1.3 Construction materials; 4.1.3.1 Near-surface tensile strength; 4.1.3.2 Concrete compressive strength; 4.1.3.3 Type and quantity of existing reinforcement; 4.1.3.4 Position of existing reinforcement; 4.1.3.5 Strengthening system; 4.2 Internal forces; 4.3 Determining the prestrain; 4.4 Simplified analysis; 4.5 Accurate analysis; 4.5.1 General; 4.5.2 Verification of flexural strength; 4.5.3 Determining the crack spacing 327 $a4.5.4 Accurate analysis of concrete element between cracks4.5.4.1 Determining the strip forces; 4.5.4.2 Determining the bond strength; 4.5.5 End anchorage analysis; 4.6 Analysis of shear capacity; 4.7 Serviceability limit state; 5 Design of strengthening with near-surface-mounted CFRP strips; 5.1 Principles; 5.2 Verification of flexural strength; 5.3 Bond analysis; 5.4 Shear Force Analyses; 5.5 Fatigue analysis; 5.6 Analyses for the serviceability limit state; 5.7 Detailing; 6 Example 2: Strengthening a beam with near-surface-mounted CFRP strips; 6.1 System; 6.1.1 General; 6.1.2 Loading 327 $a6.1.3 Construction materials 330 $aSelected chapters from the German concrete yearbook are now being published in the new English ""Beton-Kalender Series"" for the benefit of an international audience. 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