LEADER 05282nam 2200601 a 450 001 9910139010703321 005 20230331234118.0 010 $a3-433-60104-6 010 $a3-433-60229-8 035 $a(CKB)2550000001111841 035 $a(EBL)1343451 035 $a(OCoLC)855970118 035 $a(SSID)ssj0001034702 035 $a(PQKBManifestationID)11599942 035 $a(PQKBTitleCode)TC0001034702 035 $a(PQKBWorkID)11015914 035 $a(PQKB)11532966 035 $a(OCoLC)859159694 035 $a(MiAaPQ)EBC1343451 035 $a(Au-PeEL)EBL1343451 035 $a(CaPaEBR)ebr10747446 035 $a(CaONFJC)MIL511733 035 $a(EXLCZ)992550000001111841 100 $a20130828d2012 uy 0 101 0 $ager 135 $aurcn||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aCable-stayed bridges $e40 years of experience worldwide /$fHolger Svensson 210 1$aBerlin :$cErnst & Sohn,$d2012. 215 $a1 online resource (456 pages) $cillustrations 300 $aDescription based upon print version of record. 311 0 $a3-433-02992-X 311 0 $a1-299-80482-9 320 $aIncludes bibliographical references and index. 327 $aCover; Half title page; Title page; Copyright page; Dedication; Introduction; Acknowledgement; The Author; Table of contents; 1 Introduction; 1.1 Design fundamentals; 1.1.1 General; 1.1.2 Overall system; 1.1.2.1 Cable arrangement; 1.1.2.2 Cable stiffness; 1.1.2.3 Geometry; 1.1.2.4 Support conditions; 1.1.3 Tower shapes; 1.1.3.1 Two outer cable planes; 1.1.3.2 One central cable plane; 1.1.3.3 Spread central cable planes; 1.1.4 Beam cross-sections; 1.1.4.1 Steel cross-sections; 1.1.4.2 Concrete cross-sections; 1.1.4.3 Composite cross-sections; 1.1.4.4 Hybrid beams (steel/concrete) 327 $a1.1.4.5 Double deck cross-section1.1.5 Stay cables; 1.1.5.1 Systems; 1.1.5.2 Cable anchorages; 1.2 Aesthetic guidelines for bridge design; 1.2.1 Introduction; 1.2.2 Aesthetic guidelines; 1.2.2.1 Guideline 1: Clear structural system; 1.2.2.2 Guideline 2: Good proportions; 1.2.2.3 Guideline 3: Good order; 1.2.2.4 Guideline 4: Integration into the environment; 1.2.2.5 Guideline 5: Choice of material; 1.2.2.6 Guideline 6: Coloring; 1.2.2.7 Guideline 7: Space above the bridge; 1.2.2.8 Guideline 8: Recognizable flow of forces; 1.2.2.9 Guideline 9: Lighting; 1.2.2.10 Guideline 10: Simplicity 327 $a1.2.3 Collaboration 2 The development of cable-stayed bridges; 2.1 The precursors of cable-stayed bridges; 2.1.1 Introduction; 2.1.2 Historical development; 2.1.2.1 Historical designs; 2.1.2.2 First examples and failures; 2.1.2.3 John Roebling and stiffened suspension bridges; 2.1.2.4 Transporter bridges; 2.1.2.5 Approaching the modern form; 2.2 Steel cable-stayed bridges; 2.2.1 Introduction; 2.2.2 Beginnings; 2.2.3 The Du?sseldorf Bridge Family; 2.2.4 Further Rhine river bridges; 2.2.5 Special steel cable-stayed bridges; 2.2.6 Cable-stayed bridges with record spans 327 $a2.3 Concrete cable-stayed bridges 2.3.1 General; 2.3.2 Development of concrete cable-stayed bridges; 2.3.3 Bridges with concrete stays; 2.3.3.1 Riccardo Morandi's bridges; 2.3.3.2 Later examples; 2.3.3.3 Bridges with concrete walls; 2.3.4 Cable-stayed bridges with thin concrete beams; 2.3.5 Record spans; 2.4 Composite cable-stayed bridges; 2.4.1 General; 2.4.2 Cross-sections; 2.4.3 Special details; 2.4.4 Economic span lengths; 2.4.5 Beginnings; 2.4.6 Record spans; 2.4.7 Latest examples; 2.5 Special systems of cable-stayed bridges; 2.5.1 Series of cable-stayed bridges; 2.5.1.1 Load transfer 327 $a2.5.1.2 Intermediate piers 2.5.1.3 Stiff towers; 2.5.1.4 Stayed towers; 2.5.1.5 Frames; 2.5.1.6 Accommodation of longitudinal deformations; 2.5.1.7 Examples; 2.5.2 Stayed beams; 2.5.2.1 Stayed from underneath; 2.5.2.2 Stayed from above (extradosed); 2.5.3 Cable-stayed pedestrian bridges; 3 Stay cables; 3.1 General; 3.2 Locked coil ropes; 3.2.1 System; 3.2.2 Fabrication; 3.2.3 Modern corrosion protection systems; 3.2.3.1 General; 3.2.3.2 Galvanizing of the wires; 3.2.3.3 Filling; 3.2.3.4 Paint; 3.2.4 Inspection and maintenance; 3.2.5 Damage; 3.2.5.1 Ko?hlbrand Bridge; 3.2.5.2 Maracaibo Bridge, Venezuela 330 $aThe need for large-scale bridges is constantly growing due to the enormous infrastructure development around the world. Since the 1970's many of them have been cable-stayed bridges. In 1975 the largest span length was 404 m, in 1995 it increased to 856 m, and today it is 1088 m. Thus the economically efficient range of cable-stayed bridges is tending to move towards even larger spans, and cable-stayed bridges are increasingly the focus of interest worldwide. This book describes the fundamentals of design analysis, fabrication and construction, in which the author refers to 250 built examples 606 $aCable-stayed bridges$xDesign and construction 615 0$aCable-stayed bridges$xDesign and construction. 676 $a624.238 700 $aSvensson$b Holger$f1945-$0924645 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910139010703321 996 $aCable-stayed bridges$92189517 997 $aUNINA