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Cable supported bridges : concept and design / / Niels Gimsing, Christos T. Georgakis
| Cable supported bridges : concept and design / / Niels Gimsing, Christos T. Georgakis |
| Autore | Gimsing Niels J |
| Edizione | [Third edition.] |
| Pubbl/distr/stampa | Chichester, U.K. : , : John Wiley & Sons, , 2012 |
| Descrizione fisica | 1 online resource (viii, 590 pages) : illustrations |
| Disciplina | 624.2/38 |
| Altri autori (Persone) | GeorgakisChristos T |
| Soggetto topico |
Cable-stayed bridges
Suspension bridges |
| ISBN |
1-299-31450-3
1-119-97823-8 1-119-95187-9 1-119-97822-X |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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
2.2.1 Suspension bridge main cables; 2.2.2 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 3.1.1 Pure cable systems; 3.1.2 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 3.3.7 Comparison between suspension and fan system; 3.3.8 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 3.6.3 Fixing of column-type pylons to piers; 3.6.4 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; 4.3 Distribution of Dead Load Moments |
| Record Nr. | UNINA-9910141215703321 |
Gimsing Niels J
|
||
| Chichester, U.K. : , : John Wiley & Sons, , 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Cable supported bridges : concept and design / / Niels Gimsing, Christos T. Georgakis
| Cable supported bridges : concept and design / / Niels Gimsing, Christos T. Georgakis |
| Autore | Gimsing Niels J |
| Edizione | [Third edition.] |
| Pubbl/distr/stampa | Chichester, U.K. : , : John Wiley & Sons, , 2012 |
| Descrizione fisica | 1 online resource (viii, 590 pages) : illustrations |
| Disciplina | 624.2/38 |
| Altri autori (Persone) | GeorgakisChristos T |
| Soggetto topico |
Cable-stayed bridges
Suspension bridges |
| ISBN |
1-299-31450-3
1-119-97823-8 1-119-95187-9 1-119-97822-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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
2.2.1 Suspension bridge main cables; 2.2.2 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 3.1.1 Pure cable systems; 3.1.2 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 3.3.7 Comparison between suspension and fan system; 3.3.8 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 3.6.3 Fixing of column-type pylons to piers; 3.6.4 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; 4.3 Distribution of Dead Load Moments |
| Record Nr. | UNINA-9910824879303321 |
|
Gimsing Niels J
|
||
| Chichester, U.K. : , : John Wiley & Sons, , 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Equipment for river measurements : structures for cable-ways / / Charles H. Pierce
| Equipment for river measurements : structures for cable-ways / / Charles H. Pierce |
| Autore | Pierce C. H (Charles Henry), <1878-> |
| Pubbl/distr/stampa | Washington, D.C. : , : United States Department of the Interior, Geological Survey, , 1947 |
| Descrizione fisica | 1 online resource (iv, 38 pages) : illustrations, plates |
| Collana | Geological Survey circular |
| Soggetto topico |
Rivers - Measurement - Equipment and supplies
Cable-stayed bridges Cables Rivers - Regulation |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Equipment for river measurements |
| Record Nr. | UNINA-9910711552403321 |
|
Pierce C. H (Charles Henry), <1878->
|
||
| Washington, D.C. : , : United States Department of the Interior, Geological Survey, , 1947 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Schrägkabelbrücken: 40 Jahre Erfahrung Weltweit
| Schrägkabelbrücken: 40 Jahre Erfahrung Weltweit |
| Autore | Svensson Holger |
| Pubbl/distr/stampa | [Place of publication not identified], : Wilhelm Ernst & Sohn Verlag fur Architektur und Technische, 2013 |
| Descrizione fisica | 1 online resource (256 pages) : illustrations |
| Disciplina | 624.238 |
| Soggetto topico | Cable-stayed bridges |
| ISBN | 3-433-60103-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto | Einführung -- Entwicklung der Schrägkabelbrücken -- Kabel und Seile -- Vorberechnung von Schrägkabelbrücken -- Montage von Schrägkabelbrücken -- Ausführungsbeispiele -- Ausblick -- Verzeichnisse -- Literatur -- Bildnachweis -- Inserentenverzeichnis -- Anhang: 40 Jahre Erfahrungen mit Grossbrücken in aller Welt -- Vorlesungen Schrägkabelbrücken. |
| Record Nr. | UNISA-996217380103316 |
|
Svensson Holger
|
||
| [Place of publication not identified], : Wilhelm Ernst & Sohn Verlag fur Architektur und Technische, 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Schrägkabelbrücken: 40 Jahre Erfahrung Weltweit
| Schrägkabelbrücken: 40 Jahre Erfahrung Weltweit |
| Autore | Svensson Holger |
| Pubbl/distr/stampa | [Place of publication not identified], : Wilhelm Ernst & Sohn Verlag fur Architektur und Technische, 2013 |
| Descrizione fisica | 1 online resource (256 pages) : illustrations |
| Disciplina | 624.238 |
| Soggetto topico | Cable-stayed bridges |
| ISBN | 3-433-60103-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto | Einführung -- Entwicklung der Schrägkabelbrücken -- Kabel und Seile -- Vorberechnung von Schrägkabelbrücken -- Montage von Schrägkabelbrücken -- Ausführungsbeispiele -- Ausblick -- Verzeichnisse -- Literatur -- Bildnachweis -- Inserentenverzeichnis -- Anhang: 40 Jahre Erfahrungen mit Grossbrücken in aller Welt -- Vorlesungen Schrägkabelbrücken. |
| Record Nr. | UNINA-9910830559003321 |
|
Svensson Holger
|
||
| [Place of publication not identified], : Wilhelm Ernst & Sohn Verlag fur Architektur und Technische, 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Schrägkabelbrücken: 40 Jahre Erfahrung Weltweit
| Schrägkabelbrücken: 40 Jahre Erfahrung Weltweit |
| Autore | Svensson Holger |
| Pubbl/distr/stampa | [Place of publication not identified], : Wilhelm Ernst & Sohn Verlag fur Architektur und Technische, 2013 |
| Descrizione fisica | 1 online resource (256 pages) : illustrations |
| Disciplina | 624.238 |
| Soggetto topico | Cable-stayed bridges |
| ISBN | 3-433-60103-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto | Einführung -- Entwicklung der Schrägkabelbrücken -- Kabel und Seile -- Vorberechnung von Schrägkabelbrücken -- Montage von Schrägkabelbrücken -- Ausführungsbeispiele -- Ausblick -- Verzeichnisse -- Literatur -- Bildnachweis -- Inserentenverzeichnis -- Anhang: 40 Jahre Erfahrungen mit Grossbrücken in aller Welt -- Vorlesungen Schrägkabelbrücken. |
| Record Nr. | UNINA-9910840990603321 |
|
Svensson Holger
|
||
| [Place of publication not identified], : Wilhelm Ernst & Sohn Verlag fur Architektur und Technische, 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Wind effects on cable-supported bridges / / You-Lin Xu
| Wind effects on cable-supported bridges / / You-Lin Xu |
| Autore | Xu You-Lin <1952-> |
| Pubbl/distr/stampa | Singapore : , : Wiley, , 2013 |
| Descrizione fisica | 1 online resource (772 pages) : illustrations, charts |
| Disciplina | 624.2/52 |
| Soggetto topico |
Cable-stayed bridges
Wind-pressure |
| ISBN |
1-118-18829-2
1-299-31590-9 1-118-18830-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Wind Effects on Cable-Supported Bridges; Contents; Foreword by Ahsan Kareem; Foreword by Hai-Fan Xiang; Preface; Acknowledgements; 1 Wind Storms and Cable-Supported Bridges; 1.1 Preview; 1.2 Basic Notions of Meteorology; 1.2.1 Global Wind Circulations; 1.2.2 Pressure Gradient Force; 1.2.3 Coriolis Force; 1.2.4 Geostrophic Wind; 1.2.5 Gradient Wind; 1.2.6 Frictional Effects; 1.3 Basic Types of Wind Storms; 1.3.1 Gales from Large Depressions; 1.3.2 Monsoons; 1.3.3 Tropical Cyclones (Hurricanes or Typhoons); 1.3.4 Thunderstorms; 1.3.5 Downbursts; 1.3.6 Tornadoes; 1.3.7 Downslope Winds
1.4 Basic Types of Cable-Supported Bridges; 1.4.1 Main Features of Cable-Supported Bridges; 1.4.2 Suspension Bridges; 1.4.3 Cable-Stayed Bridges; 1.4.4 Hybrid Cable-Supported Bridges; 1.5 Wind Damage to Cable-Supported Bridges; 1.5.1 Suspension Bridges; 1.5.2 Cable-Stayed Bridges; 1.5.3 Stay Cables; 1.5.4 Road Vehicles Running on Bridge; 1.6 History of Bridge Aerodynamics; 1.7 Organization of this Book; 1.8 Notations; References; 2 Wind Characteristics in Atmospheric Boundary Layer; 2.1 Preview; 2.2 TurbulentWinds in Atmospheric Boundary Layer; 2.3 Mean Wind Speed Profiles 2.3.1 The "Logarithmic Law"; 2.3.2 The "Power Law"; 2.3.3 Mean Wind Speed Profile Over Ocean; 2.3.4 Mean Wind Speed Profile in Tropical Cyclone; 2.4 Wind Turbulence; 2.4.1 Standard Deviations; 2.4.2 Turbulence Intensities; 2.4.3 Time Scales and Integral Length Scales; 2.4.4 Probability Density Functions; 2.4.5 Power Spectral Density Functions; 2.4.6 Covariance and Correlation; 2.4.7 Cross-Spectrum and Coherence; 2.4.8 Gust Wind Speed and Gust Factor; 2.5 Terrain and Topographic Effects; 2.5.1 Change of Surface Roughness; 2.5.2 Amplification of Wind by Hills 2.5.3 Amplification Factor and Speed-up Ratio; 2.5.4 Funneling Effect; 2.6 Design Wind Speeds; 2.6.1 Exceedance Probability and Return Period; 2.6.2 Probability Distribution Function; 2.6.3 Generalized Extreme Value Distribution; 2.6.4 Extreme Wind Estimation by the Gumbel Distribution; 2.6.5 Extreme Wind Estimation by the Method of Moments; 2.6.6 Design Lifespan and Risk; 2.6.7 Parent Wind Distribution; 2.7 Directional Preference of High Winds; 2.8 Case Study: Tsing Ma Bridge Site; 2.8.1 Anemometers in WASHMS; 2.8.2 Typhoon Wind Characteristics 2.8.3 Monsoon Wind and Joint Probability Density Function; 2.9 Notations; References; 3 Mean Wind Load and Aerostatic Instability; 3.1 Preview; 3.2 Mean Wind Load and Force Coefficients; 3.2.1 Bernoulli's Equation and Wind Pressure; 3.2.2 Mean Wind Load; 3.2.3 Wind Force Coefficients; 3.3 Torsional Divergence; 3.4 3-D Aerostatic Instability Analysis; 3.5 Finite Element Modeling of Long-Span Cable-Supported Bridges; 3.5.1 Theoretical Background; 3.5.2 Spine Beam Model; 3.5.3 Multi-Scale Model; 3.5.4 Modeling of Cables; 3.6 Mean Wind Response Analysis; 3.6.1 Determination of Reference Position; 3.6.2 Mean Wind Response Analysis |
| Record Nr. | UNINA-9910139057603321 |
|
Xu You-Lin <1952->
|
||
| Singapore : , : Wiley, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Wind effects on cable-supported bridges / / You-Lin Xu
| Wind effects on cable-supported bridges / / You-Lin Xu |
| Autore | Xu You-Lin <1952-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Singapore : , : Wiley, , 2013 |
| Descrizione fisica | 1 online resource (772 pages) : illustrations, charts |
| Disciplina | 624.2/52 |
| Soggetto topico |
Cable-stayed bridges
Wind-pressure |
| ISBN |
1-118-18829-2
1-299-31590-9 1-118-18830-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Wind Effects on Cable-Supported Bridges; Contents; Foreword by Ahsan Kareem; Foreword by Hai-Fan Xiang; Preface; Acknowledgements; 1 Wind Storms and Cable-Supported Bridges; 1.1 Preview; 1.2 Basic Notions of Meteorology; 1.2.1 Global Wind Circulations; 1.2.2 Pressure Gradient Force; 1.2.3 Coriolis Force; 1.2.4 Geostrophic Wind; 1.2.5 Gradient Wind; 1.2.6 Frictional Effects; 1.3 Basic Types of Wind Storms; 1.3.1 Gales from Large Depressions; 1.3.2 Monsoons; 1.3.3 Tropical Cyclones (Hurricanes or Typhoons); 1.3.4 Thunderstorms; 1.3.5 Downbursts; 1.3.6 Tornadoes; 1.3.7 Downslope Winds
1.4 Basic Types of Cable-Supported Bridges; 1.4.1 Main Features of Cable-Supported Bridges; 1.4.2 Suspension Bridges; 1.4.3 Cable-Stayed Bridges; 1.4.4 Hybrid Cable-Supported Bridges; 1.5 Wind Damage to Cable-Supported Bridges; 1.5.1 Suspension Bridges; 1.5.2 Cable-Stayed Bridges; 1.5.3 Stay Cables; 1.5.4 Road Vehicles Running on Bridge; 1.6 History of Bridge Aerodynamics; 1.7 Organization of this Book; 1.8 Notations; References; 2 Wind Characteristics in Atmospheric Boundary Layer; 2.1 Preview; 2.2 TurbulentWinds in Atmospheric Boundary Layer; 2.3 Mean Wind Speed Profiles 2.3.1 The "Logarithmic Law"; 2.3.2 The "Power Law"; 2.3.3 Mean Wind Speed Profile Over Ocean; 2.3.4 Mean Wind Speed Profile in Tropical Cyclone; 2.4 Wind Turbulence; 2.4.1 Standard Deviations; 2.4.2 Turbulence Intensities; 2.4.3 Time Scales and Integral Length Scales; 2.4.4 Probability Density Functions; 2.4.5 Power Spectral Density Functions; 2.4.6 Covariance and Correlation; 2.4.7 Cross-Spectrum and Coherence; 2.4.8 Gust Wind Speed and Gust Factor; 2.5 Terrain and Topographic Effects; 2.5.1 Change of Surface Roughness; 2.5.2 Amplification of Wind by Hills 2.5.3 Amplification Factor and Speed-up Ratio; 2.5.4 Funneling Effect; 2.6 Design Wind Speeds; 2.6.1 Exceedance Probability and Return Period; 2.6.2 Probability Distribution Function; 2.6.3 Generalized Extreme Value Distribution; 2.6.4 Extreme Wind Estimation by the Gumbel Distribution; 2.6.5 Extreme Wind Estimation by the Method of Moments; 2.6.6 Design Lifespan and Risk; 2.6.7 Parent Wind Distribution; 2.7 Directional Preference of High Winds; 2.8 Case Study: Tsing Ma Bridge Site; 2.8.1 Anemometers in WASHMS; 2.8.2 Typhoon Wind Characteristics 2.8.3 Monsoon Wind and Joint Probability Density Function; 2.9 Notations; References; 3 Mean Wind Load and Aerostatic Instability; 3.1 Preview; 3.2 Mean Wind Load and Force Coefficients; 3.2.1 Bernoulli's Equation and Wind Pressure; 3.2.2 Mean Wind Load; 3.2.3 Wind Force Coefficients; 3.3 Torsional Divergence; 3.4 3-D Aerostatic Instability Analysis; 3.5 Finite Element Modeling of Long-Span Cable-Supported Bridges; 3.5.1 Theoretical Background; 3.5.2 Spine Beam Model; 3.5.3 Multi-Scale Model; 3.5.4 Modeling of Cables; 3.6 Mean Wind Response Analysis; 3.6.1 Determination of Reference Position; 3.6.2 Mean Wind Response Analysis |
| Record Nr. | UNINA-9910812837103321 |
|
Xu You-Lin <1952->
|
||
| Singapore : , : Wiley, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
