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Ambient vibration monitoring [[electronic resource] /] / Helmut Wenzel, Dieter Pichler
| Ambient vibration monitoring [[electronic resource] /] / Helmut Wenzel, Dieter Pichler |
| Autore | Wenzel Helmut |
| Pubbl/distr/stampa | Chichester, England, : John Wiley, 2005 |
| Descrizione fisica | 1 online resource (309 p.) |
| Disciplina |
620.3
624.2/52 624.252 |
| Altri autori (Persone) | PichlerDieter |
| Soggetto topico | Bridges - Vibration |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-28756-X
9786610287567 0-470-02457-7 0-470-02431-3 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
AMBIENT VIBRATION MONITORING; Contents; PREFACE; ACKNOWLEDGEMENTS; SUMMARY; 1 INTRODUCTION; 1.1 Scope of Applications; 1.2 Laws and Regulations; 1.3 Theories on the Development of the AVM; 2 OBJECTIVES OF APPLICATIONS; 2.1 System Identification; 2.1.1 Eigenfrequencies and Mode Shapes; 2.1.2 Damping; 2.1.3 Deformations and Displacements; 2.1.4 Vibration Intensity; 2.1.5 Trend Cards; 2.2 Stress Test; 2.2.1 Determination of Static and Dynamic Stresses; 2.2.2 Determination of the Vibration Elements; 2.2.3 Stress of Individual Structural Members; 2.2.4 Determination of Forces in Tendons and Cables
2.3 Assessment of Stresses2.3.1 Structural Safety; 2.3.2 Structural Member Safety; 2.3.3 Maintenance Requirements and Intervals; 2.3.4 Remaining Operational Lifetime; 2.4 Load Observation (Determination of External Influences); 2.4.1 Load Collective; 2.4.2 Stress Characteristic; 2.4.3 Verification of Load Models; 2.4.4 Determination of Environmental Influences; 2.4.5 Determination of Specific Measures; 2.4.6 Check on the Success of Rehabilitation Measures; 2.4.7 Dynamic Effects on Cables and Tendons; 2.4.8 Parametric Excitation; 2.5 Monitoring of the Condition of Structures 2.5.1 Assessment of Individual Objects2.5.2 Periodic Monitoring; 2.5.3 BRIMOS® Recorder; 2.5.4 Permanent Monitoring; 2.5.5 Subsequent Measures; 2.6 Application of Ambient Vibration Testing to Structures for Railways; 2.6.1 Sleepers; 2.6.2 Noise and Vibration Problems; 2.7 Limitations; 2.7.1 Limits of Measuring Technology; 2.7.2 Limits of Application; 2.7.3 Limits of Analysis; 2.7.4 Perspectives; References; 3 FEEDBACK FROM MONITORING TO BRIDGE DESIGN; 3.1 Economic Background; 3.2 Lessons Learned; 3.2.1 Conservative Design; 3.2.2 External versus Internal Pre-stressing 3.2.3 Influence of Temperature3.2.4 Displacement; 3.2.5 Large Bridges versus Small Bridges; 3.2.6 Vibration Intensities; 3.2.7 Damping Values of New Composite Bridges; 3.2.8 Value of Patterns; 3.2.9 Understanding of Behaviour; 3.2.10 Dynamic Factors; References; 4 PRACTICAL MEASURING METHODS; 4.1 Execution of Measuring; 4.1.1 Test Planning; 4.1.2 Levelling of the Sensors; 4.1.3 Measuring the Structure; 4.2 Dynamic Analysis; 4.2.1 Calculation Models; 4.2.2 State of the Art; 4.3 Measuring System; 4.3.1 BRIMOS®; 4.3.2 Sensors; 4.3.3 Data-Logger; 4.3.4 Additional Measuring Devices and Methods 4.4 Environmental Influence4.5 Calibration and Reliability; 4.6 Remaining Operational Lifetime; 4.6.1 Rainflow Algorithm; 4.6.2 Calculation of Stresses by FEM; 4.6.3 S-N Approach and Damage Accumulation; 4.6.4 Remaining Service Lifetime by Means of Existing Traffic Data and Additional Forward and Backward Extrapolation; 4.6.5 Conclusions and Future Work; References; 5 PRACTICAL EVALUATION METHODS; 5.1 Plausibility of Raw Data; 5.2 AVM Analysis; 5.2.1 Recording; 5.2.2 Data Reduction; 5.2.3 Data Selection; 5.2.4 Frequency Analysis, ANPSD (Averaged Normalized Power Spectral Density) 5.2.5 Mode Shapes |
| Record Nr. | UNINA-9910143582203321 |
Wenzel Helmut
|
||
| Chichester, England, : John Wiley, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Ambient vibration monitoring [[electronic resource] /] / Helmut Wenzel, Dieter Pichler
| Ambient vibration monitoring [[electronic resource] /] / Helmut Wenzel, Dieter Pichler |
| Autore | Wenzel Helmut |
| Pubbl/distr/stampa | Chichester, England, : John Wiley, 2005 |
| Descrizione fisica | 1 online resource (309 p.) |
| Disciplina |
620.3
624.2/52 624.252 |
| Altri autori (Persone) | PichlerDieter |
| Soggetto topico | Bridges - Vibration |
| ISBN |
1-280-28756-X
9786610287567 0-470-02457-7 0-470-02431-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
AMBIENT VIBRATION MONITORING; Contents; PREFACE; ACKNOWLEDGEMENTS; SUMMARY; 1 INTRODUCTION; 1.1 Scope of Applications; 1.2 Laws and Regulations; 1.3 Theories on the Development of the AVM; 2 OBJECTIVES OF APPLICATIONS; 2.1 System Identification; 2.1.1 Eigenfrequencies and Mode Shapes; 2.1.2 Damping; 2.1.3 Deformations and Displacements; 2.1.4 Vibration Intensity; 2.1.5 Trend Cards; 2.2 Stress Test; 2.2.1 Determination of Static and Dynamic Stresses; 2.2.2 Determination of the Vibration Elements; 2.2.3 Stress of Individual Structural Members; 2.2.4 Determination of Forces in Tendons and Cables
2.3 Assessment of Stresses2.3.1 Structural Safety; 2.3.2 Structural Member Safety; 2.3.3 Maintenance Requirements and Intervals; 2.3.4 Remaining Operational Lifetime; 2.4 Load Observation (Determination of External Influences); 2.4.1 Load Collective; 2.4.2 Stress Characteristic; 2.4.3 Verification of Load Models; 2.4.4 Determination of Environmental Influences; 2.4.5 Determination of Specific Measures; 2.4.6 Check on the Success of Rehabilitation Measures; 2.4.7 Dynamic Effects on Cables and Tendons; 2.4.8 Parametric Excitation; 2.5 Monitoring of the Condition of Structures 2.5.1 Assessment of Individual Objects2.5.2 Periodic Monitoring; 2.5.3 BRIMOS® Recorder; 2.5.4 Permanent Monitoring; 2.5.5 Subsequent Measures; 2.6 Application of Ambient Vibration Testing to Structures for Railways; 2.6.1 Sleepers; 2.6.2 Noise and Vibration Problems; 2.7 Limitations; 2.7.1 Limits of Measuring Technology; 2.7.2 Limits of Application; 2.7.3 Limits of Analysis; 2.7.4 Perspectives; References; 3 FEEDBACK FROM MONITORING TO BRIDGE DESIGN; 3.1 Economic Background; 3.2 Lessons Learned; 3.2.1 Conservative Design; 3.2.2 External versus Internal Pre-stressing 3.2.3 Influence of Temperature3.2.4 Displacement; 3.2.5 Large Bridges versus Small Bridges; 3.2.6 Vibration Intensities; 3.2.7 Damping Values of New Composite Bridges; 3.2.8 Value of Patterns; 3.2.9 Understanding of Behaviour; 3.2.10 Dynamic Factors; References; 4 PRACTICAL MEASURING METHODS; 4.1 Execution of Measuring; 4.1.1 Test Planning; 4.1.2 Levelling of the Sensors; 4.1.3 Measuring the Structure; 4.2 Dynamic Analysis; 4.2.1 Calculation Models; 4.2.2 State of the Art; 4.3 Measuring System; 4.3.1 BRIMOS®; 4.3.2 Sensors; 4.3.3 Data-Logger; 4.3.4 Additional Measuring Devices and Methods 4.4 Environmental Influence4.5 Calibration and Reliability; 4.6 Remaining Operational Lifetime; 4.6.1 Rainflow Algorithm; 4.6.2 Calculation of Stresses by FEM; 4.6.3 S-N Approach and Damage Accumulation; 4.6.4 Remaining Service Lifetime by Means of Existing Traffic Data and Additional Forward and Backward Extrapolation; 4.6.5 Conclusions and Future Work; References; 5 PRACTICAL EVALUATION METHODS; 5.1 Plausibility of Raw Data; 5.2 AVM Analysis; 5.2.1 Recording; 5.2.2 Data Reduction; 5.2.3 Data Selection; 5.2.4 Frequency Analysis, ANPSD (Averaged Normalized Power Spectral Density) 5.2.5 Mode Shapes |
| Record Nr. | UNINA-9910830936203321 |
|
Wenzel Helmut
|
||
| Chichester, England, : John Wiley, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Ambient vibration monitoring [[electronic resource] /] / Helmut Wenzel, Dieter Pichler
| Ambient vibration monitoring [[electronic resource] /] / Helmut Wenzel, Dieter Pichler |
| Autore | Wenzel Helmut |
| Pubbl/distr/stampa | Chichester, England, : John Wiley, 2005 |
| Descrizione fisica | 1 online resource (309 p.) |
| Disciplina |
620.3
624.2/52 624.252 |
| Altri autori (Persone) | PichlerDieter |
| Soggetto topico | Bridges - Vibration |
| ISBN |
1-280-28756-X
9786610287567 0-470-02457-7 0-470-02431-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
AMBIENT VIBRATION MONITORING; Contents; PREFACE; ACKNOWLEDGEMENTS; SUMMARY; 1 INTRODUCTION; 1.1 Scope of Applications; 1.2 Laws and Regulations; 1.3 Theories on the Development of the AVM; 2 OBJECTIVES OF APPLICATIONS; 2.1 System Identification; 2.1.1 Eigenfrequencies and Mode Shapes; 2.1.2 Damping; 2.1.3 Deformations and Displacements; 2.1.4 Vibration Intensity; 2.1.5 Trend Cards; 2.2 Stress Test; 2.2.1 Determination of Static and Dynamic Stresses; 2.2.2 Determination of the Vibration Elements; 2.2.3 Stress of Individual Structural Members; 2.2.4 Determination of Forces in Tendons and Cables
2.3 Assessment of Stresses2.3.1 Structural Safety; 2.3.2 Structural Member Safety; 2.3.3 Maintenance Requirements and Intervals; 2.3.4 Remaining Operational Lifetime; 2.4 Load Observation (Determination of External Influences); 2.4.1 Load Collective; 2.4.2 Stress Characteristic; 2.4.3 Verification of Load Models; 2.4.4 Determination of Environmental Influences; 2.4.5 Determination of Specific Measures; 2.4.6 Check on the Success of Rehabilitation Measures; 2.4.7 Dynamic Effects on Cables and Tendons; 2.4.8 Parametric Excitation; 2.5 Monitoring of the Condition of Structures 2.5.1 Assessment of Individual Objects2.5.2 Periodic Monitoring; 2.5.3 BRIMOS® Recorder; 2.5.4 Permanent Monitoring; 2.5.5 Subsequent Measures; 2.6 Application of Ambient Vibration Testing to Structures for Railways; 2.6.1 Sleepers; 2.6.2 Noise and Vibration Problems; 2.7 Limitations; 2.7.1 Limits of Measuring Technology; 2.7.2 Limits of Application; 2.7.3 Limits of Analysis; 2.7.4 Perspectives; References; 3 FEEDBACK FROM MONITORING TO BRIDGE DESIGN; 3.1 Economic Background; 3.2 Lessons Learned; 3.2.1 Conservative Design; 3.2.2 External versus Internal Pre-stressing 3.2.3 Influence of Temperature3.2.4 Displacement; 3.2.5 Large Bridges versus Small Bridges; 3.2.6 Vibration Intensities; 3.2.7 Damping Values of New Composite Bridges; 3.2.8 Value of Patterns; 3.2.9 Understanding of Behaviour; 3.2.10 Dynamic Factors; References; 4 PRACTICAL MEASURING METHODS; 4.1 Execution of Measuring; 4.1.1 Test Planning; 4.1.2 Levelling of the Sensors; 4.1.3 Measuring the Structure; 4.2 Dynamic Analysis; 4.2.1 Calculation Models; 4.2.2 State of the Art; 4.3 Measuring System; 4.3.1 BRIMOS®; 4.3.2 Sensors; 4.3.3 Data-Logger; 4.3.4 Additional Measuring Devices and Methods 4.4 Environmental Influence4.5 Calibration and Reliability; 4.6 Remaining Operational Lifetime; 4.6.1 Rainflow Algorithm; 4.6.2 Calculation of Stresses by FEM; 4.6.3 S-N Approach and Damage Accumulation; 4.6.4 Remaining Service Lifetime by Means of Existing Traffic Data and Additional Forward and Backward Extrapolation; 4.6.5 Conclusions and Future Work; References; 5 PRACTICAL EVALUATION METHODS; 5.1 Plausibility of Raw Data; 5.2 AVM Analysis; 5.2.1 Recording; 5.2.2 Data Reduction; 5.2.3 Data Selection; 5.2.4 Frequency Analysis, ANPSD (Averaged Normalized Power Spectral Density) 5.2.5 Mode Shapes |
| Record Nr. | UNINA-9910841258103321 |
|
Wenzel Helmut
|
||
| Chichester, England, : John Wiley, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Bridge design and evaluation : LRFD and LRFR / / Gongkang Fu
| Bridge design and evaluation : LRFD and LRFR / / Gongkang Fu |
| Autore | Fu Gongkang |
| Pubbl/distr/stampa | Hoboken, N.J. : , : John Wiley & Sons, , 2013 |
| Descrizione fisica | 1 online resource (458 pages) : illustrations |
| Disciplina | 624.2/52 |
| Soggetto topico |
Bridges - Design and construction
Bridges - Evaluation Bridges - Maintenance and repair Load factor design |
| ISBN |
1-118-40257-X
1-283-94994-6 1-118-33268-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 Bridge Engineering and Highway Bridge Network; 1.2 Types of Highway Bridges; 1.3 Bridge Construction and Its Relation to Design; 1.4 AASHTO Specifications and Design and Evaluation Methods; 1.5 Goals for Bridge Design and Evaluation; 1.6 Preliminary Design versus Detailed Design; 1.7 Organization of This Book; References; Chapter 2 Requirements for Bridge Design and Evaluation; 2.1 General Requirements; 2.2 Limit States; 2.2.1 General Formulation of Limit State Load Combination; 2.2.2 Strength Limit State
2.2.3 Extreme-Event Limit State; 2.2.4 Service Limit State; 2.2.5 Fatigue and Fracture Limit State; 2.3 Constructability; 2.4 Safety; 2.4.1 Uncertainty in Design and Evaluation; 2.4.2 Modeling Uncertainty Using Probability Theory; 2.4.3 Reliability Index for Quantifying Bridge Reliability or Safety; 2.4.4 Reliability Considerations for Bridge Design and Evaluation (Load Rating); 2.4.5 Calibration for AASHTO LRFD Specifications; 2.4.6 Determination of Load and Resistance Factors for AASHTO LRFD Specifications; 2.4.7 Calibration for AASHTO LRFR Specifications 2.4.8 Future Research Work for Calibration; 2.5 Serviceability; 2.5.1 Clearance; 2.5.2 Durability; 2.5.3 Maintainability; 2.5.4 Rideability; 2.5.5 Deformation Control; 2.5.6 Utilities; 2.5.7 Allowance for Future Widening; 2.6 Inspectability; 2.7 Economy; 2.8 Aesthetics; 2.9 Summary; References; Problems; Chapter 3 Loads, Load Effects, and Load Combinations; 3.1 Introduction; 3.2 Permanent Loads; 3.2.1 Dead Loads DC, DW, and DD; 3.2.2 Permanent Earth Loads EH, EV, and ES; 3.2.3 Other Permanent Loads; 3.3 Transient Loads; 3.3.1 Vehicle-Related Transient Loads 3.3.2 Non-Vehicle-Related Transient Loads; 3.4 Load Combinations; 3.4.1 General Formulation of Load Combination; 3.4.2 Strength Limit States and Load Factors; 3.4.3 Extreme-Event Limit States and Load Factors; 3.4.4 Service Limit States and Load Factors; 3.4.5 Fatigue Limit States; References; Problems; Chapter 4 Superstructure Design; 4.1 Introduction; 4.2 Highway Bridge Superstructure Systems; 4.2.1 Beam Bridges; 4.2.2 Truss Bridges; 4.2.3 Arch Bridges; 4.2.4 Cable-Stayed Bridges; 4.2.5 Suspension Bridge Systems; 4.3 Primary Components of Highway Bridge Superstructure; 4.4 Deck Systems 4.4.1 Reinforced Concrete Slab System; 4.4.2 Timber Deck System; 4.4.3 Metal Grid Deck System; 4.4.4 Orthotropic Steel Deck System; 4.4.5 Fiber-Reinforced Polymer Deck System; 4.5 Deck-Supporting Systems; 4.5.1 Prestressed Concrete Beams; 4.5.2 Steel Beams; 4.5.3 Slab Superstructure; 4.5.4 Steel Trusses; 4.5.5 Concrete Arches; 4.5.6 Steel Arches; 4.6 Design of Reinforced Concrete Deck Slabs; 4.6.1 Design Requirement and Parameters; 4.6.2 General Traditional Design Method and Empirical Design Method; 4.6.3 Traditional Design; 4.6.4 Dead- and Live-Load Effects for Interior Bays; 4.6.5 Strength I and Service I Limit State Design for Interior Bays |
| Record Nr. | UNINA-9910141536303321 |
|
Fu Gongkang
|
||
| Hoboken, N.J. : , : John Wiley & Sons, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Bridge design and evaluation : LRFD and LRFR / / Gongkang Fu
| Bridge design and evaluation : LRFD and LRFR / / Gongkang Fu |
| Autore | Fu Gongkang |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Hoboken, N.J. : , : John Wiley & Sons, , 2013 |
| Descrizione fisica | 1 online resource (458 pages) : illustrations |
| Disciplina | 624.2/52 |
| Soggetto topico |
Bridges - Design and construction
Bridges - Evaluation Bridges - Maintenance and repair Load factor design |
| ISBN |
1-118-40257-X
1-283-94994-6 1-118-33268-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 Bridge Engineering and Highway Bridge Network; 1.2 Types of Highway Bridges; 1.3 Bridge Construction and Its Relation to Design; 1.4 AASHTO Specifications and Design and Evaluation Methods; 1.5 Goals for Bridge Design and Evaluation; 1.6 Preliminary Design versus Detailed Design; 1.7 Organization of This Book; References; Chapter 2 Requirements for Bridge Design and Evaluation; 2.1 General Requirements; 2.2 Limit States; 2.2.1 General Formulation of Limit State Load Combination; 2.2.2 Strength Limit State
2.2.3 Extreme-Event Limit State; 2.2.4 Service Limit State; 2.2.5 Fatigue and Fracture Limit State; 2.3 Constructability; 2.4 Safety; 2.4.1 Uncertainty in Design and Evaluation; 2.4.2 Modeling Uncertainty Using Probability Theory; 2.4.3 Reliability Index for Quantifying Bridge Reliability or Safety; 2.4.4 Reliability Considerations for Bridge Design and Evaluation (Load Rating); 2.4.5 Calibration for AASHTO LRFD Specifications; 2.4.6 Determination of Load and Resistance Factors for AASHTO LRFD Specifications; 2.4.7 Calibration for AASHTO LRFR Specifications 2.4.8 Future Research Work for Calibration; 2.5 Serviceability; 2.5.1 Clearance; 2.5.2 Durability; 2.5.3 Maintainability; 2.5.4 Rideability; 2.5.5 Deformation Control; 2.5.6 Utilities; 2.5.7 Allowance for Future Widening; 2.6 Inspectability; 2.7 Economy; 2.8 Aesthetics; 2.9 Summary; References; Problems; Chapter 3 Loads, Load Effects, and Load Combinations; 3.1 Introduction; 3.2 Permanent Loads; 3.2.1 Dead Loads DC, DW, and DD; 3.2.2 Permanent Earth Loads EH, EV, and ES; 3.2.3 Other Permanent Loads; 3.3 Transient Loads; 3.3.1 Vehicle-Related Transient Loads 3.3.2 Non-Vehicle-Related Transient Loads; 3.4 Load Combinations; 3.4.1 General Formulation of Load Combination; 3.4.2 Strength Limit States and Load Factors; 3.4.3 Extreme-Event Limit States and Load Factors; 3.4.4 Service Limit States and Load Factors; 3.4.5 Fatigue Limit States; References; Problems; Chapter 4 Superstructure Design; 4.1 Introduction; 4.2 Highway Bridge Superstructure Systems; 4.2.1 Beam Bridges; 4.2.2 Truss Bridges; 4.2.3 Arch Bridges; 4.2.4 Cable-Stayed Bridges; 4.2.5 Suspension Bridge Systems; 4.3 Primary Components of Highway Bridge Superstructure; 4.4 Deck Systems 4.4.1 Reinforced Concrete Slab System; 4.4.2 Timber Deck System; 4.4.3 Metal Grid Deck System; 4.4.4 Orthotropic Steel Deck System; 4.4.5 Fiber-Reinforced Polymer Deck System; 4.5 Deck-Supporting Systems; 4.5.1 Prestressed Concrete Beams; 4.5.2 Steel Beams; 4.5.3 Slab Superstructure; 4.5.4 Steel Trusses; 4.5.5 Concrete Arches; 4.5.6 Steel Arches; 4.6 Design of Reinforced Concrete Deck Slabs; 4.6.1 Design Requirement and Parameters; 4.6.2 General Traditional Design Method and Empirical Design Method; 4.6.3 Traditional Design; 4.6.4 Dead- and Live-Load Effects for Interior Bays; 4.6.5 Strength I and Service I Limit State Design for Interior Bays |
| Record Nr. | UNINA-9910828674303321 |
|
Fu Gongkang
|
||
| Hoboken, N.J. : , : John Wiley & Sons, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural bearings
| Structural bearings |
| Autore | Eggert Helmut |
| Pubbl/distr/stampa | [Place of publication not identified], : Ernst & Sohn, 2002 |
| Descrizione fisica | 1 online resource (XII, 393 p.) |
| Disciplina | 624.2/52 |
| Soggetto topico |
Bridges - Bearings - Europe
Strains and stresses - Standards - Bearings Bridges Civil & Environmental Engineering Engineering & Applied Sciences Transportation Engineering |
| ISBN | 3-433-60132-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Structure and bearing system -- Structure and bearing loads -- Bearing types -- Standards -- Approvals -- Science and research. |
| Record Nr. | UNINA-9910130581003321 |
|
Eggert Helmut
|
||
| [Place of publication not identified], : Ernst & Sohn, 2002 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural bearings
| Structural bearings |
| Autore | Eggert Helmut |
| Pubbl/distr/stampa | [Place of publication not identified], : Ernst & Sohn, 2002 |
| Descrizione fisica | 1 online resource (XII, 393 p.) |
| Disciplina | 624.2/52 |
| Soggetto topico |
Bridges - Bearings - Europe
Strains and stresses - Standards - Bearings Bridges Civil & Environmental Engineering Engineering & Applied Sciences Transportation Engineering |
| ISBN | 3-433-60132-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Structure and bearing system -- Structure and bearing loads -- Bearing types -- Standards -- Approvals -- Science and research. |
| Record Nr. | UNISA-996208499503316 |
|
Eggert Helmut
|
||
| [Place of publication not identified], : Ernst & Sohn, 2002 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Structural bearings
| Structural bearings |
| Autore | Eggert Helmut |
| Pubbl/distr/stampa | [Place of publication not identified], : Ernst & Sohn, 2002 |
| Descrizione fisica | 1 online resource (XII, 393 p.) |
| Disciplina | 624.2/52 |
| Soggetto topico |
Bridges - Bearings - Europe
Strains and stresses - Standards - Bearings Bridges Civil & Environmental Engineering Engineering & Applied Sciences Transportation Engineering |
| ISBN | 3-433-60132-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Structure and bearing system -- Structure and bearing loads -- Bearing types -- Standards -- Approvals -- Science and research. |
| Record Nr. | UNINA-9910830027703321 |
|
Eggert Helmut
|
||
| [Place of publication not identified], : Ernst & Sohn, 2002 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural bearings
| Structural bearings |
| Autore | Eggert Helmut |
| Pubbl/distr/stampa | [Place of publication not identified], : Ernst & Sohn, 2002 |
| Descrizione fisica | 1 online resource (XII, 393 p.) |
| Disciplina | 624.2/52 |
| Soggetto topico |
Bridges - Bearings - Europe
Strains and stresses - Standards - Bearings Bridges Civil & Environmental Engineering Engineering & Applied Sciences Transportation Engineering |
| ISBN | 3-433-60132-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Structure and bearing system -- Structure and bearing loads -- Bearing types -- Standards -- Approvals -- Science and research. |
| Record Nr. | UNINA-9910841634803321 |
|
Eggert Helmut
|
||
| [Place of publication not identified], : Ernst & Sohn, 2002 | ||
| 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 |
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Xu You-Lin <1952->
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| Singapore : , : Wiley, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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