Bridges across the Potomac, &c. Letter from the Secretary of the Interior, transmitting reports, plans, and estimates for permanent bridges across the Potomac, and for the improvement of the river. February 9, 1857. -- Ordered to be printed |
Pubbl/distr/stampa | [Washington, D.C.] : , : [publisher not identified], , 1857 |
Descrizione fisica | 1 online resource (16 pages) : tables |
Collana |
Ex. doc. / 34th Congress, 3rd session. House
[United States congressional serial set ] |
Soggetto topico |
Bridge construction industry
Bridges - Design and construction Civil engineering Navigation Suspension bridges Cost |
Soggetto genere / forma | Legislative materials. |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910715890703321 |
[Washington, D.C.] : , : [publisher not identified], , 1857 | ||
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Lo trovi qui: Univ. Federico II | ||
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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 | ||
![]() | ||
Lo trovi qui: Univ. Federico II | ||
|
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
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Chichester, U.K. : , : John Wiley & Sons, , 2012 | ||
![]() | ||
Lo trovi qui: Univ. Federico II | ||
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Wheeling bridge. Petition of one hundred and twenty-one members of the Ohio Legislature, in relation to the Wheeling bridge over the Ohio River. April 13, 1852. Laid upon the table, and ordered to be printed |
Pubbl/distr/stampa | [Washington, D.C.] : , : [publisher not identified], , 1852 |
Descrizione fisica | 1 online resource (2 pages) |
Collana |
Mis. doc. / 32nd Congress, 1st session. House
[United States congressional serial set ] |
Soggetto topico |
Bridges
Postal service Suspension bridges |
Soggetto genere / forma | Legislative materials. |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910715739903321 |
[Washington, D.C.] : , : [publisher not identified], , 1852 | ||
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Lo trovi qui: Univ. Federico II | ||
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