LEADER 01189nam0 22002891i 450 001 UON00402478 005 20231205104703.95 010 $a978-97-922676-6-2 100 $a20111216d2011 |0itac50 ba 101 $aind 102 $aID 105 $a|||| 1|||| 200 1 $a9 summers 10 autumns$edari kota apel ke the big apple$esebuah novel terinspirasi kisah nyata$fIwan Setyawan 210 $aJakarta$cGramedia Pustaka Utama$d2011 215 $a221 p.$d20 cm. 500 1$3UON00402481$aNine summers ten autumns$938519 606 $aLETTERATURA INDONESIANA$xNARRATIVA$xSEC. XXI$3UONC077207$2FI 620 $aID$dJakarta$3UONL000164 686 $aINDS VI BA$cINDONESIA - LETTERATURA MODERNA E CONTEMPORANEA - TESTI$2A 700 1$aSETYAWAN$bIwan$3UONV206485$0707371 712 $aGramedia Pustaka Utama$3UONV246167$4650 801 $aIT$bSOL$c20240220$gRICA 899 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$2UONSI 912 $aUON00402478 950 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$dSI INDS VI BA 378 N $eSI SA 130725 5 378 N 996 $aNine summers ten autumns$938519 997 $aUNIOR LEADER 05300nam 2200613 a 450 001 996205825003316 005 20240314031447.0 010 $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 205 $a1st ed. 210 1$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 $a996205825003316 996 $aCable-stayed bridges$92189517 997 $aUNISA