LEADER 02354nam 2200541 450 001 9910159026703321 005 20200520144314.0 010 $a0-8157-2901-4 035 $a(CKB)3710000001012310 035 $a(OCoLC)968552571 035 $a(MdBmJHUP)muse53669 035 $a(MiAaPQ)EBC4551759 035 $a(Au-PeEL)EBL4551759 035 $a(CaPaEBR)ebr11329223 035 $a(CaONFJC)MIL989716 035 $a(OCoLC)952139309 035 $a(EXLCZ)993710000001012310 100 $a20170117h20172017 uy 0 101 0 $aeng 135 $aur|||||||nn|n 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aLoan sharks $ethe birth of predatory lending /$fCharles R. Geisst 210 1$aWashington, District of Columbia :$cBrookings Institution Press,$d2017. 210 4$dİ2017 215 $a1 online resource (ix, 261 pages) $cillustrations 300 $aIncludes index. 311 $a0-8157-2900-6 320 $aIncludes bibliographical references and index. 327 $aIntroduction -- A populist issue -- A venerable practice -- The states attack -- The Crash as a credit event -- The Great Depression -- Postscript. 330 $aPredatory lending: A problem rooted in the past that continues today. Looking for an investment return that could exceed 500 percent annually; maybe even twice that much? Private, unregulated lending to high-risk borrowers is the answer, or at least it was in the United States for much of the period from the Civil War to the onset of the early decades of the twentieth century. Newspapers called the practice #x93;loan sharking" because lenders employed the same ruthlessness as the great predators in the ocean. Slowly state and federal governments adopted laws and regulations curtailing the practice. 606 $aUsury$zUnited States$xHistory 606 $aConsumer credit$zUnited States$xHistory 606 $aFinance$zUnited States$xHistory 608 $aElectronic books. 615 0$aUsury$xHistory. 615 0$aConsumer credit$xHistory. 615 0$aFinance$xHistory. 676 $a332.8/3097309041 700 $aGeisst$b Charles R.$0249703 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910159026703321 996 $aLoan sharks$92093368 997 $aUNINA LEADER 05393nam 2200697 450 001 9910830869103321 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. C. Mult ; coverdesign, Hans Baltzer 205 $a5th ed. 210 1$aBerlin, Germany :$cErnst & Sohn,$d2014. 210 4$dİ2014 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. Since it was founded in 1906, the Ernst & Sohn ""Beton-Kalender"" has been supporting developments in reinforced and prestressed concrete. 606 $aFiber-reinforced plastics 606 $aLaminated plastics 615 0$aFiber-reinforced plastics. 615 0$aLaminated plastics. 676 $a668.414 700 $aZilch$b Konrad$0951585 702 $aNiedermeier$b Roland 702 $aFinckh$b Wolfgang 702 $aBergmeister$b Konrad 702 $aFingerloos$b Frank 702 $aMult$b H. C. 702 $aBaltzer$b Hans 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910830869103321 996 $aStrengthening of concrete structures with adhesive bonded reinforcement$92151303 997 $aUNINA