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Activity Networks : Project Planning and Control by Network Models / Salah E. Elmaghraby
| Activity Networks : Project Planning and Control by Network Models / Salah E. Elmaghraby |
| Autore | Elmaghraby, Salah E. |
| Pubbl/distr/stampa | New York : John Wiley, 1977 |
| Descrizione fisica | xvii, 443 p. ; 24 cm |
| Disciplina | 330 |
| Soggetto non controllato | Economia, Econometria |
| ISBN | 0471238619 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-990002550870403321 |
Elmaghraby, Salah E.
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| New York : John Wiley, 1977 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Activity-based management : for service industries, government entities and nonprofit organizations / James A. Brimson, John Antos
| Activity-based management : for service industries, government entities and nonprofit organizations / James A. Brimson, John Antos |
| Autore | Brimson, James A. |
| Pubbl/distr/stampa | New York : John Wiley, 1994 |
| Descrizione fisica | XII, 364 p. ; 24 cm |
| Altri autori (Persone) | Antos, John |
| ISBN | 0-471-01351-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-990002850460403321 |
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Brimson, James A.
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| New York : John Wiley, 1994 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Actuarial finance : derivatives, quantitative models and risk management / / Mathieu Boudreault and Jean-Francois Renaud
| Actuarial finance : derivatives, quantitative models and risk management / / Mathieu Boudreault and Jean-Francois Renaud |
| Autore | Boudreault Mathieu |
| Edizione | [1st edition] |
| Pubbl/distr/stampa | Hoboken, NJ : , : John Wiley, , 2019 |
| Descrizione fisica | 1 online resource (591 pages) |
| Disciplina | 658.155 |
| Soggetto topico |
Financial risk management
Finance - Mathematical models |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-119-13702-0
1-119-52643-4 1-119-13701-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Actuaries and their environment -- Financial markets and their securities -- Forwards and futures -- Swaps -- Options -- Engineering advanced derivatives -- Equity-linked insurance and annuities -- One-period binomial tree model -- Two-period binomial tree model -- Multi-period binomial tree model -- Further topics in the binomial tree model -- Market incompleteness and one-period trinomial tree models -- Brownian motion -- Introduction to stochastic calculus -- Introduction to the Black-Scholes-Merton model -- Rigorous derivations of the Black-Scholes formula -- Applications and extensions of the Black-Scholes formula -- Simulation methods -- Hedging strategies in practice. |
| Record Nr. | UNINA-9910554808603321 |
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Boudreault Mathieu
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| Hoboken, NJ : , : John Wiley, , 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Actuarial finance : derivatives, quantitative models and risk management / / Mathieu Boudreault and Jean-Francois Renaud
| Actuarial finance : derivatives, quantitative models and risk management / / Mathieu Boudreault and Jean-Francois Renaud |
| Autore | Boudreault Mathieu |
| Pubbl/distr/stampa | Hoboken, NJ : , : John Wiley, , 2019 |
| Descrizione fisica | 1 online resource (591 pages) : illustrations |
| Disciplina | 658.155 |
| Soggetto topico |
Financial risk management
Finance - Mathematical models |
| ISBN |
1-119-13702-0
1-119-52643-4 1-119-13701-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Actuaries and their environment -- Financial markets and their securities -- Forwards and futures -- Swaps -- Options -- Engineering advanced derivatives -- Equity-linked insurance and annuities -- One-period binomial tree model -- Two-period binomial tree model -- Multi-period binomial tree model -- Further topics in the binomial tree model -- Market incompleteness and one-period trinomial tree models -- Brownian motion -- Introduction to stochastic calculus -- Introduction to the Black-Scholes-Merton model -- Rigorous derivations of the Black-Scholes formula -- Applications and extensions of the Black-Scholes formula -- Simulation methods -- Hedging strategies in practice. |
| Record Nr. | UNINA-9910829927403321 |
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Boudreault Mathieu
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| Hoboken, NJ : , : John Wiley, , 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Adaptive structures [[electronic resource] ] : engineering applications / / edited by David Wagg ... [et al.]
| Adaptive structures [[electronic resource] ] : engineering applications / / edited by David Wagg ... [et al.] |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (315 p.) |
| Disciplina | 624.1 |
| Altri autori (Persone) | WaggDavid |
| Soggetto topico |
Smart structures
Smart materials Structural control (Engineering) Aerospace engineering |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-84035-1
9786611840358 0-470-51204-0 0-470-51206-7 1-60119-371-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Adaptive Structures; Contents; List of Contributors; Preface; 1 Adaptive Structures for Structural Health Monitoring; 1.1 Introduction; 1.2 Structural Health Monitoring; 1.3 Impedance-Based Health Monitoring; 1.4 Local Computing; 1.5 Power Analysis; 1.6 Experimental Validation; 1.7 Harvesting, Storage and Power Management; 1.7.1 Thermal Electric Harvesting; 1.7.2 Vibration Harvesting with Piezoceramics; 1.8 Autonomous Self-healing; 1.9 The Way Forward: Autonomic Structural Systems for Threat Mitigation; 1.10 Summary; Acknowledgements; References; 2 Distributed Sensing for Active Control
2.1 Introduction2.2 Description of Experimental Test Bed; 2.3 Disturbance Estimation; 2.3.1 Principal Component Analysis; 2.3.2 Application of PCA: Case Studies; 2.3.3 Combining Active Control and PCA to Identify Secondary Disturbances; 2.4 Sensor Selection; 2.4.1 Model Estimation; 2.4.2 Optimal Sensor Strategy; 2.4.3 Experimental Demonstration; 2.5 Conclusions; Acknowledgments; References; 3 Global Vibration Control Through Local Feedback; 3.1 Introduction; 3.2 Centralised Control of Vibration; 3.3 Decentralised Control of Vibration 3.4 Control of Vibration on Structures with Distributed Excitation3.5 Local Control in the Inner Ear; 3.6 Conclusions; Acknowledgements; References; 4 Lightweight Shape-Adaptable Airfoils: A New Challenge for an Old Dream; 4.1 Introduction; 4.2 Otto Lilienthal and the Flying Machine as a Shape-Adaptable Structural System; 4.3 Sir George Cayley and the Task Separation Principle; 4.4 Being Lightweight: A Crucial Requirement; 4.5 Coupling Mechanism and Structure: Compliant Systems as the Basis of Lightweight Shape-Adaptable Systems; 4.5.1 The Science of Compliant Systems 4.5.2 Compliant Systems for Airfoil Shape Adaptation4.5.3 The Belt-Rib Airfoil Structure; 4.6 Extending Coupling to the Actuator System: Compliant Active Systems; 4.6.1 The Need for a Coupled Approach; 4.6.2 Solid-State Actuation for Solid-State Deformability; 4.6.3 Challenges and Trends of Structure-Actuator Integration; 4.7 A Powerful Distributed Actuator: Aerodynamics; 4.7.1 The Actuator Energy Balance; 4.7.2 Balancing Kinematics by Partially Recovering Energy from the Flow; 4.7.3 Active and Semi-Active Aeroelasticity; 4.8 The Common Denominator: Mechanical Coupling; 4.9 Concluding Remarks AcknowledgementsReferences; 5 Adaptive Aeroelastic Structures; 5.1 Introduction; 5.2 Adaptive Internal Structures; 5.2.1 Moving Spars; 5.2.2 Rotating Spars; 5.3 Adaptive Stiffness Attachments; 5.4 Conclusions; 5.5 The Way Forward; Acknowledgements; References; 6 Adaptive Aerospace Structures with Smart Technologies - A Retrospective and Future View; 6.1 Introduction; 6.2 The Past Two Decades; 6.2.1 SHM; 6.2.2 Shape Control and Active Flow; 6.2.3 Damping of Vibration and Noise; 6.2.4 Smart Skins; 6.2.5 Systems; 6.3 Added Value to the System; 6.4 Potential for the Future 6.5 A Reflective Summary with Conclusions |
| Record Nr. | UNINA-9910144585803321 |
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Adaptive structures [[electronic resource] ] : engineering applications / / edited by David Wagg ... [et al.]
| Adaptive structures [[electronic resource] ] : engineering applications / / edited by David Wagg ... [et al.] |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (315 p.) |
| Disciplina | 624.1 |
| Altri autori (Persone) | WaggDavid |
| Soggetto topico |
Smart structures
Smart materials Structural control (Engineering) Aerospace engineering |
| ISBN |
1-281-84035-1
9786611840358 0-470-51204-0 0-470-51206-7 1-60119-371-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Adaptive Structures; Contents; List of Contributors; Preface; 1 Adaptive Structures for Structural Health Monitoring; 1.1 Introduction; 1.2 Structural Health Monitoring; 1.3 Impedance-Based Health Monitoring; 1.4 Local Computing; 1.5 Power Analysis; 1.6 Experimental Validation; 1.7 Harvesting, Storage and Power Management; 1.7.1 Thermal Electric Harvesting; 1.7.2 Vibration Harvesting with Piezoceramics; 1.8 Autonomous Self-healing; 1.9 The Way Forward: Autonomic Structural Systems for Threat Mitigation; 1.10 Summary; Acknowledgements; References; 2 Distributed Sensing for Active Control
2.1 Introduction2.2 Description of Experimental Test Bed; 2.3 Disturbance Estimation; 2.3.1 Principal Component Analysis; 2.3.2 Application of PCA: Case Studies; 2.3.3 Combining Active Control and PCA to Identify Secondary Disturbances; 2.4 Sensor Selection; 2.4.1 Model Estimation; 2.4.2 Optimal Sensor Strategy; 2.4.3 Experimental Demonstration; 2.5 Conclusions; Acknowledgments; References; 3 Global Vibration Control Through Local Feedback; 3.1 Introduction; 3.2 Centralised Control of Vibration; 3.3 Decentralised Control of Vibration 3.4 Control of Vibration on Structures with Distributed Excitation3.5 Local Control in the Inner Ear; 3.6 Conclusions; Acknowledgements; References; 4 Lightweight Shape-Adaptable Airfoils: A New Challenge for an Old Dream; 4.1 Introduction; 4.2 Otto Lilienthal and the Flying Machine as a Shape-Adaptable Structural System; 4.3 Sir George Cayley and the Task Separation Principle; 4.4 Being Lightweight: A Crucial Requirement; 4.5 Coupling Mechanism and Structure: Compliant Systems as the Basis of Lightweight Shape-Adaptable Systems; 4.5.1 The Science of Compliant Systems 4.5.2 Compliant Systems for Airfoil Shape Adaptation4.5.3 The Belt-Rib Airfoil Structure; 4.6 Extending Coupling to the Actuator System: Compliant Active Systems; 4.6.1 The Need for a Coupled Approach; 4.6.2 Solid-State Actuation for Solid-State Deformability; 4.6.3 Challenges and Trends of Structure-Actuator Integration; 4.7 A Powerful Distributed Actuator: Aerodynamics; 4.7.1 The Actuator Energy Balance; 4.7.2 Balancing Kinematics by Partially Recovering Energy from the Flow; 4.7.3 Active and Semi-Active Aeroelasticity; 4.8 The Common Denominator: Mechanical Coupling; 4.9 Concluding Remarks AcknowledgementsReferences; 5 Adaptive Aeroelastic Structures; 5.1 Introduction; 5.2 Adaptive Internal Structures; 5.2.1 Moving Spars; 5.2.2 Rotating Spars; 5.3 Adaptive Stiffness Attachments; 5.4 Conclusions; 5.5 The Way Forward; Acknowledgements; References; 6 Adaptive Aerospace Structures with Smart Technologies - A Retrospective and Future View; 6.1 Introduction; 6.2 The Past Two Decades; 6.2.1 SHM; 6.2.2 Shape Control and Active Flow; 6.2.3 Damping of Vibration and Noise; 6.2.4 Smart Skins; 6.2.5 Systems; 6.3 Added Value to the System; 6.4 Potential for the Future 6.5 A Reflective Summary with Conclusions |
| Record Nr. | UNINA-9910830576103321 |
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Adaptive structures [[electronic resource] ] : engineering applications / / edited by David Wagg ... [et al.]
| Adaptive structures [[electronic resource] ] : engineering applications / / edited by David Wagg ... [et al.] |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (315 p.) |
| Disciplina | 624.1 |
| Altri autori (Persone) | WaggDavid |
| Soggetto topico |
Smart structures
Smart materials Structural control (Engineering) Aerospace engineering |
| ISBN |
1-281-84035-1
9786611840358 0-470-51204-0 0-470-51206-7 1-60119-371-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Adaptive Structures; Contents; List of Contributors; Preface; 1 Adaptive Structures for Structural Health Monitoring; 1.1 Introduction; 1.2 Structural Health Monitoring; 1.3 Impedance-Based Health Monitoring; 1.4 Local Computing; 1.5 Power Analysis; 1.6 Experimental Validation; 1.7 Harvesting, Storage and Power Management; 1.7.1 Thermal Electric Harvesting; 1.7.2 Vibration Harvesting with Piezoceramics; 1.8 Autonomous Self-healing; 1.9 The Way Forward: Autonomic Structural Systems for Threat Mitigation; 1.10 Summary; Acknowledgements; References; 2 Distributed Sensing for Active Control
2.1 Introduction2.2 Description of Experimental Test Bed; 2.3 Disturbance Estimation; 2.3.1 Principal Component Analysis; 2.3.2 Application of PCA: Case Studies; 2.3.3 Combining Active Control and PCA to Identify Secondary Disturbances; 2.4 Sensor Selection; 2.4.1 Model Estimation; 2.4.2 Optimal Sensor Strategy; 2.4.3 Experimental Demonstration; 2.5 Conclusions; Acknowledgments; References; 3 Global Vibration Control Through Local Feedback; 3.1 Introduction; 3.2 Centralised Control of Vibration; 3.3 Decentralised Control of Vibration 3.4 Control of Vibration on Structures with Distributed Excitation3.5 Local Control in the Inner Ear; 3.6 Conclusions; Acknowledgements; References; 4 Lightweight Shape-Adaptable Airfoils: A New Challenge for an Old Dream; 4.1 Introduction; 4.2 Otto Lilienthal and the Flying Machine as a Shape-Adaptable Structural System; 4.3 Sir George Cayley and the Task Separation Principle; 4.4 Being Lightweight: A Crucial Requirement; 4.5 Coupling Mechanism and Structure: Compliant Systems as the Basis of Lightweight Shape-Adaptable Systems; 4.5.1 The Science of Compliant Systems 4.5.2 Compliant Systems for Airfoil Shape Adaptation4.5.3 The Belt-Rib Airfoil Structure; 4.6 Extending Coupling to the Actuator System: Compliant Active Systems; 4.6.1 The Need for a Coupled Approach; 4.6.2 Solid-State Actuation for Solid-State Deformability; 4.6.3 Challenges and Trends of Structure-Actuator Integration; 4.7 A Powerful Distributed Actuator: Aerodynamics; 4.7.1 The Actuator Energy Balance; 4.7.2 Balancing Kinematics by Partially Recovering Energy from the Flow; 4.7.3 Active and Semi-Active Aeroelasticity; 4.8 The Common Denominator: Mechanical Coupling; 4.9 Concluding Remarks AcknowledgementsReferences; 5 Adaptive Aeroelastic Structures; 5.1 Introduction; 5.2 Adaptive Internal Structures; 5.2.1 Moving Spars; 5.2.2 Rotating Spars; 5.3 Adaptive Stiffness Attachments; 5.4 Conclusions; 5.5 The Way Forward; Acknowledgements; References; 6 Adaptive Aerospace Structures with Smart Technologies - A Retrospective and Future View; 6.1 Introduction; 6.2 The Past Two Decades; 6.2.1 SHM; 6.2.2 Shape Control and Active Flow; 6.2.3 Damping of Vibration and Noise; 6.2.4 Smart Skins; 6.2.5 Systems; 6.3 Added Value to the System; 6.4 Potential for the Future 6.5 A Reflective Summary with Conclusions |
| Record Nr. | UNINA-9910840834403321 |
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li |
| Autore | Li G. Q |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (386 p.) |
| Disciplina | 624.1773 |
| Altri autori (Persone) | LiJin-Jun <1973-> |
| Soggetto topico |
Steel, Structural
Structural analysis (Engineering) Structural frames |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-90084-9
9786610900848 0-470-31994-1 0-470-31993-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Advanced Analysis and Design of Steel Frames; Contents; Preface; Symbols; Part One Advanced Analysis of Steel Frames; Chapter 1 Introduction; 1.1 Type of Steel Frames; 1.2 Type of Components for Steel Frames; 1.3 Type of Beam-Column Connections; 1.4 Deformation of Joint Panel; 1.5 Analysis Tasks and Method for Steel Frame Design; 1.6 Definition of Elements in Steel Frames; Chapter 2 Elastic Stiffness Equation of Prismatic Beam Element; 2.1 General Form of Equation; 2.1.1 Beam Element in Tension; 2.1.2 Beam Element in Compression; 2.1.3 Series Expansion of Stiffness Equations
2.1.4 Beam Element with Initial Geometric Imperfection2.2 Special Forms of Elemental Equations; 2.2.1 Neglecting Effect of Shear Deformation; 2.2.2 Neglecting Effect of Axial Force; 2.2.3 Neglecting Effects of Shear Deformation and Axial Force; 2.3 Examples; 2.3.1 Bent Frame; 2.3.2 Simply Supported Beam; Chapter 3 Elastic Stiffness Equation of Tapered Beam Element; 3.1 Tapered Beam Element; 3.1.1 Differential Equilibrium Equation; 3.1.2 Stiffness Equation; 3.2 Numerical Verification; 3.2.1 Symmetry of Stiffness Matrix; 3.2.2 Static Deflection; 3.2.3 Elastic Critical Load 3.2.4 Frequency of Free Vibration3.2.5 Effect of Term Number Truncated in Polynomial Series; 3.2.6 Steel Portal Frame; 3.3 Appendix; 3.3.1 Chebyshev Polynomial Approach (Rice, 1992); 3.3.2 Expression of Elements in Equation (3.23); Chapter 4 Elastic Stiffness Equation of Composite Beam Element; 4.1 Characteristics and Classification of Composite Beam; 4.2 Effects of Composite Action on Elastic Stiffness of Composite Beam; 4.2.1 Beam without Composite Action; 4.2.2 Beam with Full Composite Action; 4.2.3 Beam with Partial Composite Action 4.3 Elastic Stiffness Equation of Steel-Concrete Composite Beam Element4.3.1 Basic Assumptions; 4.3.2 Differential Equilibrium Equation of Partially Composite Beam; 4.3.3 Stiffness Equation of Composite Beam Element; 4.3.4 Equivalent Nodal Load Vector; 4.4 Example; 4.5 Problems in Present Work; Chapter 5 Sectional Yielding and Hysteretic Model of Steel Beam Columns; 5.1 Yielding of Beam Section Subjected to Uniaxial Bending; 5.2 Yielding of Column Section Subjected to Uniaxial Bending; 5.3 Yielding of Column Section Subjected to Biaxial Bending; 5.3.1 Equation of Initial Yielding Surface 5.3.2 Equation of Ultimate Yielding Surface5.3.3 Approximate Expression of Ultimate Yielding Surface; 5.3.4 Effects of Torsion Moment; 5.4 Hysteretic Model; 5.4.1 Cyclic Loading and Hysteretic Behaviour; 5.4.2 Hysteretic Model of Beam Section; 5.4.3 Hysteretic Model of Column Section Subjected to Uniaxial Bending; 5.4.4 Hysteretic Model of Column Section Subjected to Biaxial Bending; 5.5 Determination of Loading and Deformation States of Beam-Column Sections; Chapter 6 Hysteretic Behaviour of Composite Beams; 6.1 Hysteretic Model of Steel and Concrete Material Under Cyclic Loading 6.1.1 Hysteretic Model of Steel Stress-Strain Relationship |
| Record Nr. | UNINA-9910143589803321 |
|
Li G. Q
|
||
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li |
| Autore | Li G. Q |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (386 p.) |
| Disciplina | 624.1773 |
| Altri autori (Persone) | LiJin-Jun <1973-> |
| Soggetto topico |
Steel, Structural
Structural analysis (Engineering) Structural frames |
| ISBN |
1-280-90084-9
9786610900848 0-470-31994-1 0-470-31993-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Advanced Analysis and Design of Steel Frames; Contents; Preface; Symbols; Part One Advanced Analysis of Steel Frames; Chapter 1 Introduction; 1.1 Type of Steel Frames; 1.2 Type of Components for Steel Frames; 1.3 Type of Beam-Column Connections; 1.4 Deformation of Joint Panel; 1.5 Analysis Tasks and Method for Steel Frame Design; 1.6 Definition of Elements in Steel Frames; Chapter 2 Elastic Stiffness Equation of Prismatic Beam Element; 2.1 General Form of Equation; 2.1.1 Beam Element in Tension; 2.1.2 Beam Element in Compression; 2.1.3 Series Expansion of Stiffness Equations
2.1.4 Beam Element with Initial Geometric Imperfection2.2 Special Forms of Elemental Equations; 2.2.1 Neglecting Effect of Shear Deformation; 2.2.2 Neglecting Effect of Axial Force; 2.2.3 Neglecting Effects of Shear Deformation and Axial Force; 2.3 Examples; 2.3.1 Bent Frame; 2.3.2 Simply Supported Beam; Chapter 3 Elastic Stiffness Equation of Tapered Beam Element; 3.1 Tapered Beam Element; 3.1.1 Differential Equilibrium Equation; 3.1.2 Stiffness Equation; 3.2 Numerical Verification; 3.2.1 Symmetry of Stiffness Matrix; 3.2.2 Static Deflection; 3.2.3 Elastic Critical Load 3.2.4 Frequency of Free Vibration3.2.5 Effect of Term Number Truncated in Polynomial Series; 3.2.6 Steel Portal Frame; 3.3 Appendix; 3.3.1 Chebyshev Polynomial Approach (Rice, 1992); 3.3.2 Expression of Elements in Equation (3.23); Chapter 4 Elastic Stiffness Equation of Composite Beam Element; 4.1 Characteristics and Classification of Composite Beam; 4.2 Effects of Composite Action on Elastic Stiffness of Composite Beam; 4.2.1 Beam without Composite Action; 4.2.2 Beam with Full Composite Action; 4.2.3 Beam with Partial Composite Action 4.3 Elastic Stiffness Equation of Steel-Concrete Composite Beam Element4.3.1 Basic Assumptions; 4.3.2 Differential Equilibrium Equation of Partially Composite Beam; 4.3.3 Stiffness Equation of Composite Beam Element; 4.3.4 Equivalent Nodal Load Vector; 4.4 Example; 4.5 Problems in Present Work; Chapter 5 Sectional Yielding and Hysteretic Model of Steel Beam Columns; 5.1 Yielding of Beam Section Subjected to Uniaxial Bending; 5.2 Yielding of Column Section Subjected to Uniaxial Bending; 5.3 Yielding of Column Section Subjected to Biaxial Bending; 5.3.1 Equation of Initial Yielding Surface 5.3.2 Equation of Ultimate Yielding Surface5.3.3 Approximate Expression of Ultimate Yielding Surface; 5.3.4 Effects of Torsion Moment; 5.4 Hysteretic Model; 5.4.1 Cyclic Loading and Hysteretic Behaviour; 5.4.2 Hysteretic Model of Beam Section; 5.4.3 Hysteretic Model of Column Section Subjected to Uniaxial Bending; 5.4.4 Hysteretic Model of Column Section Subjected to Biaxial Bending; 5.5 Determination of Loading and Deformation States of Beam-Column Sections; Chapter 6 Hysteretic Behaviour of Composite Beams; 6.1 Hysteretic Model of Steel and Concrete Material Under Cyclic Loading 6.1.1 Hysteretic Model of Steel Stress-Strain Relationship |
| Record Nr. | UNINA-9910830718703321 |
|
Li G. Q
|
||
| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li
| Advanced analysis and design of steel frames [[electronic resource] /] / Guo-Qiang Li, Jin-Jun Li |
| Autore | Li G. Q |
| Pubbl/distr/stampa | Chichester, : John Wiley, c2007 |
| Descrizione fisica | 1 online resource (386 p.) |
| Disciplina | 624.1773 |
| Altri autori (Persone) | LiJin-Jun <1973-> |
| Soggetto topico |
Steel, Structural
Structural analysis (Engineering) Structural frames |
| ISBN |
1-280-90084-9
9786610900848 0-470-31994-1 0-470-31993-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Advanced Analysis and Design of Steel Frames; Contents; Preface; Symbols; Part One Advanced Analysis of Steel Frames; Chapter 1 Introduction; 1.1 Type of Steel Frames; 1.2 Type of Components for Steel Frames; 1.3 Type of Beam-Column Connections; 1.4 Deformation of Joint Panel; 1.5 Analysis Tasks and Method for Steel Frame Design; 1.6 Definition of Elements in Steel Frames; Chapter 2 Elastic Stiffness Equation of Prismatic Beam Element; 2.1 General Form of Equation; 2.1.1 Beam Element in Tension; 2.1.2 Beam Element in Compression; 2.1.3 Series Expansion of Stiffness Equations
2.1.4 Beam Element with Initial Geometric Imperfection2.2 Special Forms of Elemental Equations; 2.2.1 Neglecting Effect of Shear Deformation; 2.2.2 Neglecting Effect of Axial Force; 2.2.3 Neglecting Effects of Shear Deformation and Axial Force; 2.3 Examples; 2.3.1 Bent Frame; 2.3.2 Simply Supported Beam; Chapter 3 Elastic Stiffness Equation of Tapered Beam Element; 3.1 Tapered Beam Element; 3.1.1 Differential Equilibrium Equation; 3.1.2 Stiffness Equation; 3.2 Numerical Verification; 3.2.1 Symmetry of Stiffness Matrix; 3.2.2 Static Deflection; 3.2.3 Elastic Critical Load 3.2.4 Frequency of Free Vibration3.2.5 Effect of Term Number Truncated in Polynomial Series; 3.2.6 Steel Portal Frame; 3.3 Appendix; 3.3.1 Chebyshev Polynomial Approach (Rice, 1992); 3.3.2 Expression of Elements in Equation (3.23); Chapter 4 Elastic Stiffness Equation of Composite Beam Element; 4.1 Characteristics and Classification of Composite Beam; 4.2 Effects of Composite Action on Elastic Stiffness of Composite Beam; 4.2.1 Beam without Composite Action; 4.2.2 Beam with Full Composite Action; 4.2.3 Beam with Partial Composite Action 4.3 Elastic Stiffness Equation of Steel-Concrete Composite Beam Element4.3.1 Basic Assumptions; 4.3.2 Differential Equilibrium Equation of Partially Composite Beam; 4.3.3 Stiffness Equation of Composite Beam Element; 4.3.4 Equivalent Nodal Load Vector; 4.4 Example; 4.5 Problems in Present Work; Chapter 5 Sectional Yielding and Hysteretic Model of Steel Beam Columns; 5.1 Yielding of Beam Section Subjected to Uniaxial Bending; 5.2 Yielding of Column Section Subjected to Uniaxial Bending; 5.3 Yielding of Column Section Subjected to Biaxial Bending; 5.3.1 Equation of Initial Yielding Surface 5.3.2 Equation of Ultimate Yielding Surface5.3.3 Approximate Expression of Ultimate Yielding Surface; 5.3.4 Effects of Torsion Moment; 5.4 Hysteretic Model; 5.4.1 Cyclic Loading and Hysteretic Behaviour; 5.4.2 Hysteretic Model of Beam Section; 5.4.3 Hysteretic Model of Column Section Subjected to Uniaxial Bending; 5.4.4 Hysteretic Model of Column Section Subjected to Biaxial Bending; 5.5 Determination of Loading and Deformation States of Beam-Column Sections; Chapter 6 Hysteretic Behaviour of Composite Beams; 6.1 Hysteretic Model of Steel and Concrete Material Under Cyclic Loading 6.1.1 Hysteretic Model of Steel Stress-Strain Relationship |
| Record Nr. | UNINA-9910841165103321 |
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Li G. Q
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| Chichester, : John Wiley, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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