LEADER 01166nam--2200385---450- 001 990000652900203316 005 20050523131006.0 035 $a0065290 035 $aUSA010065290 035 $a(ALEPH)000065290USA01 035 $a0065290 100 $a20011001d1958----km-y0itay0103----ba 101 $aeng 102 $aGB 105 $aaf||||||001yy 200 1 $aCynewulf's Elene$fedited by P.O.E. Gradon 210 $aLondon$cMethuen & Co Ltd$dcopyr.1958 215 $aX, 114 p.$d18 cm 225 2 $aMethuen's Old English Library 410 0$12001$aMethuen's Old English Library 676 $a829.4 700 1$aCYNEWULF$0191853 702 1$aGRADON,$bP.O.E. 912 $a990000652900203316 951 $aVII.1.A. 15a(II FG B 17)$b4121 L.M.$cII FG B$d00076343 951 $aVII.1.A. 15(XII W coll. 28/2)$b14562 L.M.$cXII W coll 959 $aBK 969 $aUMA 979 $aPAOLA$b40$c20011001$lUSA01$h1002 979 $c20020403$lUSA01$h1715 979 $aPATRY$b90$c20040406$lUSA01$h1645 979 $aCOPAT2$b90$c20050505$lUSA01$h1632 979 $aCOPAT3$b90$c20050523$lUSA01$h1310 996 $aCynewulf's Elene$9959694 997 $aUNISA LEADER 02651nam 2200613Ia 450 001 9910450179003321 005 20200520144314.0 010 $a1-280-50354-8 010 $a9786610503544 010 $a0-8213-6657-2 035 $a(CKB)1000000000225241 035 $a(EBL)459561 035 $a(OCoLC)519334896 035 $a(SSID)ssj0000086185 035 $a(PQKBManifestationID)11112774 035 $a(PQKBTitleCode)TC0000086185 035 $a(PQKBWorkID)10031018 035 $a(PQKB)10991160 035 $a(MiAaPQ)EBC459561 035 $a(Au-PeEL)EBL459561 035 $a(CaPaEBR)ebr10130764 035 $a(CaONFJC)MIL50354 035 $a(OCoLC)821691869 035 $a(EXLCZ)991000000000225241 100 $a20060501d2006 uf 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDebt relief for the poorest$b[electronic resource] $ean evaluation update for the HIPC initiative /$fShonar Lala 210 $aWashington, DC $cWorld Bank$d2006 215 $a1 online resource (98 p.) 225 1 $aIndependent evaluation studies 300 $aDescription based upon print version of record. 311 $a0-8213-6656-4 320 $aIncludes bibliographical references. 327 $aContents; Acknowledgments; Foreword; Executive Summary; Acronyms and Abbreviations; 1 Introduction; Tables; Boxes; 2 Delivery of Debt Relief; Figures; 3 Prospects for Debt Sustainability; 4 Policy Performance and Poverty Reduction; 5 Findings; Appendixes; Endnotes; References 330 $aThis study evaluates progress under the HIPC initiative since IEG's 2003 evaluation. It finds that the Enhanced HIPC initiative cut debt ratios in half for 18 countries, but in eight of these countries, the ratios have come to once again exceed HIPC thresholds. Debt reduction alone is not a sufficient instrument to affect the multiple drivers of debt sustainability. Sustained improvements in export diversification, fiscal management, the terms of new financing, and public debt management are also needed, measures that fall outside the ambit of the HIPC initiative. 410 0$aIndependent evaluation studies. 606 $aDebt relief$zDeveloping countries 606 $aDebts, External$zDeveloping countries 608 $aElectronic books. 615 0$aDebt relief 615 0$aDebts, External 676 $a336.3/6 700 $aLala$b Shonar$f1973-$01043721 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910450179003321 996 $aDebt relief for the poorest$92468886 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$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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