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Cable Supported Bridges : Concept and Design.
Fourteen years on from its last edition, Cable Supported Bridges: Concept and Design, Third Edition, has been significantly updated with new material and brand new imagery throughout. Since the appearance of the second edition, the focus on the dynamic response of cable supported bridges has increas...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Hoboken :
John Wiley & Sons,
2011.
|
| Edición: | 3rd ed. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Gimsing, Niels J. | |
| 245 | 1 | 0 | |a Cable Supported Bridges : |b Concept and Design. |
| 250 | |a 3rd ed. | ||
| 260 | |a Hoboken : |b John Wiley & Sons, |c 2011. | ||
| 300 | |a 1 online resource (602 pages) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Cable Supported Bridges: Concept and Design, Third Edition; Contents; Preface to the Third Edition; Introduction; 1 Evolution of Cable Supported Bridges; 2 Cables; 2.1 Basic Types of Cables; 2.1.1 Helical bridge strands (spiral strands); 2.1.2 Locked-coil strands; 2.1.3 Parallel-wire strands for suspension bridge main cables; 2.1.4 New PWS stay cables; 2.1.5 Parallel-strand stay cables; 2.1.6 Bar stay cables; 2.1.7 Multi-strand stay cables; 2.1.8 Parallel-wire suspension bridge main cables; 2.1.9 Comparison between different cable types; 2.2 Corrosion Protection. | |
| 505 | 8 | |a 2.2.1 Suspension bridge main cables2.2.2 Stay cables; 2.3 Mechanical Properties; 2.3.1 Static strength; 2.3.2 Relaxation; 2.3.3 Fatigue strength; 2.3.4 Hysteresis of helical strands; 2.4 The Single Cable as a Structural Element; 2.4.1 Transversally loaded cable; 2.4.2 Axially loaded cable; 2.5 Static Analysis of Cables; 2.5.1 Equation of state for a cable subjected to vertical load; 2.5.2 Stay cable under varying chord force; 2.5.3 Limit length and efficiency ratio of a stay cable; 2.6 Bending of Cables; 2.7 Dynamic Behaviour of the Single Cable; 3 Cable System; 3.1 Introduction. | |
| 505 | 8 | |a 3.1.1 Pure cable systems3.1.2 Cable steel quantity comparison; 3.1.3 Stability of the cable system; 3.2 Suspension System; 3.2.1 Dead load geometry; 3.2.2 Preliminary cable dimensions; 3.2.3 Quantity of cable steel; 3.2.4 Quantity in the pylon; 3.2.5 Total cost of cable system and pylon; 3.2.6 Optimum pylon height; 3.2.7 Size effect; 3.2.8 Structural systems; 3.3 Fan System; 3.3.1 Anchor cable; 3.3.2 Preliminary cable dimensions; 3.3.3 Quantity of cable steel; 3.3.4 Quantity in the pylon; 3.3.5 Simplified expressions; 3.3.6 Total cost of cable systems and pylons. | |
| 505 | 8 | |a 3.3.7 Comparison between suspension and fan system3.3.8 Inclined pylons; 3.3.9 Deformational characteristics; 3.3.10 Structural systems; 3.3.11 Reduction of sag variations; 3.4 Harp System; 3.4.1 Dead load geometry; 3.4.2 Intermediate supports; 3.4.3 Preliminary cable dimensions; 3.4.4 Quantity of cable steel; 3.4.5 Quantity of the pylon; 3.4.6 Simplified expressions; 3.4.7 Total cost; 3.4.8 Structural systems; 3.5 Hybrid Suspension and Cable Stayed System; 3.6 Multi-Span Cable System; 3.6.1 True multi-span cable supported bridges; 3.6.2 Non-traditional multi-span suspension bridges. | |
| 505 | 8 | |a 3.6.3 Fixing of column-type pylons to piers3.6.4 Triangular pylon structures; 3.6.5 Horizontal tie cable between pylon tops; 3.6.6 Comparison between deflections of different multi-span cable stayed systems; 3.7 Cable Systems under Lateral Loading; 3.8 Spatial Cable Systems; 3.9 Oscillation of Cable Systems; 3.9.1 Global oscillations; 4 Deck (Stiffening Girder); 4.1 Action of the Deck; 4.1.1 Axial stiffness; 4.1.2 Flexural stiffness in the vertical direction; 4.1.3 Flexural stiffness in the transverse direction; 4.1.4 Torsional stiffness; 4.2 Supporting Conditions. | |
| 500 | |a 4.3 Distribution of Dead Load Moments. | ||
| 520 | |a Fourteen years on from its last edition, Cable Supported Bridges: Concept and Design, Third Edition, has been significantly updated with new material and brand new imagery throughout. Since the appearance of the second edition, the focus on the dynamic response of cable supported bridges has increased, and this development is recognised with two new chapters, covering bridge aerodynamics and other dynamic topics such as pedestrian-induced vibrations and bridge monitoring. This book concentrates on the synthesis of cable supported bridges, suspension as well as cable stayed, covering both design. | ||
| 504 | |a Includes bibliographical references and index. | ||
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Suspension bridges. | |
| 650 | 0 | |a Cable-stayed bridges. | |
| 650 | 6 | |a Ponts suspendus. | |
| 650 | 6 | |a Ponts à haubans. | |
| 650 | 7 | |a cable-stayed bridges. |2 aat | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x Bridges. |2 bisacsh | |
| 650 | 7 | |a Cable-stayed bridges |2 fast | |
| 650 | 7 | |a Suspension bridges |2 fast | |
| 700 | 1 | |a Georgakis, Christos T. | |
| 758 | |i has work: |a Cable supported bridges (Text) |1 https://id.oclc.org/worldcat/entity/E39PCFJvvjj7ygvXTkWMc8X9Qq |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Gimsing, Niels J. |t Cable Supported Bridges : Concept and Design. |d Hoboken : John Wiley & Sons, ©2011 |z 9780470666289 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=822110 |z Texto completo |
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