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Cable Supported Bridges: Concepts and Design 2nd Revised edition [Kõva köide]

  • Formaat: Hardback, 480 pages, kõrgus x laius x paksus: 253x195x32 mm, kaal: 1136 g, 100 halftone illustrations
  • Ilmumisaeg: 23-May-1997
  • Kirjastus: John Wiley & Sons Ltd
  • ISBN-10: 0471969397
  • ISBN-13: 9780471969396
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  • Formaat: Hardback, 480 pages, kõrgus x laius x paksus: 253x195x32 mm, kaal: 1136 g, 100 halftone illustrations
  • Ilmumisaeg: 23-May-1997
  • Kirjastus: John Wiley & Sons Ltd
  • ISBN-10: 0471969397
  • ISBN-13: 9780471969396
Cable supported bridges in the form of suspension bridges and cable-stayed bridges are distinguished by their ability to overcome large spans. This book concentrates on the synthesis of cable supported bridges covering both design and construction aspects. The analytical part covers simple methods to quantify the different structural forms and allows a preliminary optimization of the main structure. Completely revised and updated, this second edition is justified by an accelerated pace of innovation within this field of bridge technology. It includes the latest advancements in wind tunnel testing and results of computer analyses. Numerous halftones and figures supplement the text.
Preface to the Second Edition vii
Introduction 1(4)
1 Evolution of Cable Supported Bridges
5(82)
2 Cables
87(74)
2.1 Basic types of cable
88(14)
2.2 Corrosion protection
102(6)
2.3 Mechanical properties
108(5)
2.4 The single cable as a structural element
113(16)
2.5 Static analysis of cables
129(18)
2.6 Bending of cables
147(8)
2.7 Dynamic behaviour of the single cable
155(6)
3 Cable System
161(122)
3.1 Suspension system
174(20)
3.2 Fan system
194(17)
3.3 Harp system
211(10)
3.4 Combined suspension and cable-stayed system
221(12)
3.5 Partially earth anchored cable-stayed systems for long spans
233(3)
3.6 Multi-span cable system
236(24)
3.7 Cable systems under lateral loading
260(5)
3.8 Spatial cable systems
265(5)
3.9 Oscillation of cable systems
270(13)
4 Stiffening Girder
283(62)
4.1 Action of the stiffening girder
283(6)
4.2 Supporting conditions
289(7)
4.3 Distribution of dead load moments
296(8)
4.4 Cross-section
304(28)
4.5 Aerodynamic properties of the stiffening girder
332(13)
5 Pylon
345(32)
6 Cable Anchorage and Connection
377(36)
6.1 Anchoring of the single strand
377(8)
6.2 Connection between cable and girder
385(6)
6.3 Connection between main cable and hanger
391(4)
6.4 Connection between cable and pylon
395(7)
6.5 Connection between cable and anchor block
402(11)
7 Erection
413(44)
References 457(12)
Index 469