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AASHTO guide specifications for LRFD seismic bridge design
| AASHTO guide specifications for LRFD seismic bridge design |
| Pubbl/distr/stampa | : American Association of State Highway and Transportation Officials (AASHTO) |
| Soggetto topico |
Bridges - Design and construction - Specifications - United States
Bridges - Earthquake effects Earthquake resistant design Structural analysis (Engineering) Earthquake hazard analysis Strains and stresses Elastic analysis (Engineering) Load factor design Soil-structure interaction Soil mechanics Shear strength of soils Shear flow Seismic waves - Damping Energy dissipation |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | section 1. Introduction -- section 2. Definitions and notation -- section 3. General requirements -- section 4. Analysis and design requirements -- section 5. Analytical models and procedures -- section 6. Foundation and abutment design -- section 7. Structural steel components -- section 8. Reinforced concrete components -- References -- Appendix A: Foundation-rocking analysis -- Appendix B: Design flowcharts. |
| Altri titoli varianti | AASHTO Guide Specifications for LRFD Seismic Bridge Design |
| Record Nr. | UNINA-9911006506403321 |
| : American Association of State Highway and Transportation Officials (AASHTO) | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Advanced design examples of seismic retrofit of structures / / Mohammad Yekrangnia
| Advanced design examples of seismic retrofit of structures / / Mohammad Yekrangnia |
| Autore | Yekrangnia Mohammad |
| Pubbl/distr/stampa | Oxford, England : , : Butterworth-Heinemann, , [2019] |
| Descrizione fisica | 1 online resource (486 pages) |
| Disciplina | 624.1762 |
| Soggetto topico |
Earthquake resistant design
Buildings - Retrofitting |
| ISBN | 0-08-102535-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | ; 1. Introduction / Mohammad Yekrangnia and Salar Arian -- ; 2. Example of a Two-Story Unreinforced Masonry School Building Retrofitted by Shotcrete / Arash Mardani [and three others] -- ; 3. Example of an RC Building Retrofitted by RC Shear Walls / Teymour Honarbakhsh [and four others] -- ; 4. Example of a Steel Frame Building With Masonry Infill Walls / Mohammad Yekrangnia and Hamed Seyri -- ; 5. Example of a Steel Frame Building Retrofitted with Concentric Braces / Abdoreza S. Moghadam [and three others] -- ; 6. Examples of Nonengineered Buildings / Mohammad Yekrangnia. |
| Record Nr. | UNINA-9910583021603321 |
Yekrangnia Mohammad
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| Oxford, England : , : Butterworth-Heinemann, , [2019] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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American Society of Civil Engineers seismic design criteria for structures, systems, and components in nuclear facilities [[electronic resource] /] / ASCE, SEI, Structural Engineering Institute of the American Society of Civil Engineers
| American Society of Civil Engineers seismic design criteria for structures, systems, and components in nuclear facilities [[electronic resource] /] / ASCE, SEI, Structural Engineering Institute of the American Society of Civil Engineers |
| Pubbl/distr/stampa | Reston, VA, : American Society of Civil Engineers, c2005 |
| Descrizione fisica | 1 online resource (98 p.) |
| Disciplina | 621.48/32 |
| Collana | ASCE standard |
| Soggetto topico |
Nuclear power plants - Earthquake effects
Earthquake resistant design |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-7113-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Contents""; ""List of Figures""; ""List of Tables""; ""Foreword""; ""Acknowledgments""; ""Acronyms/Notation""; ""Definitions""; ""Standard""; ""1.0 Introduction""; ""1.1 Overview of the Seismic Design Criteria""; ""1.2 Use of ASCE Standard 43-05 with Other Codes and Standards""; ""1.3 Alternative Methods to Meet Intent of this Standard""; ""2.0 Earthquake Ground Motion""; ""2.1 Seismic Hazard Evaluation""; ""2.2 Development of DBE Ground Motion""; ""2.3 Method to Define the Design Response Spectra at Various Depths in the Site Profile""
""2.4 Criteria for Developing Synthetic or Modified Recorded Time Histories""""3.0 Evaluation of Seismic Demand""; ""3.1 Introduction""; ""3.2 Linear Analysis""; ""3.3 Nonlinear Analysis""; ""3.4 Modeling and Input Parameters""; ""4.0 Evaluation of Structural Capacity""; ""4.1 Structural Systems""; ""4.2 Structural Capacities""; ""4.3 Deformation and Rotation Capacities""; ""5.0 Load Combinations and Acceptance Criteria for Structures""; ""5.1 Load Combinations""; ""5.2 Acceptance Criteria""; ""6.0 Ductile Detailing Requirements""; ""6.1 Steel Structures""; ""6.2 Reinforced Concrete"" ""6.3 Anchorage""""7.0 Special Considerations""; ""7.1 Rocking and Sliding of Unanchored Rigid Bodies""; ""7.2 Building Sliding and Overturning""; ""7.3 Seismic Separation""; ""7.4 Seismic Design Considerations for Foundation Elements""; ""7.5 Unreinforced Masonry Used as Movable Partitions, Barriers, and Radiation Shielding""; ""7.6 Provisions for Construction Effects""; ""8.0 Equipment and Distribution Systems""; ""8.1 Introduction""; ""8.2 Qualification by Analysis""; ""8.3 Qualification by Testing and Experience Data""; ""9.0 Seismic Quality Provisions"" ""9.1 Design Verification and Independent Peer Review""""9.2 Structural Observation, Inspection, and Testing""; ""9.3 Quality Assurance""; ""Appendix A""; ""A.0 Approximate Methods for Sliding and Rocking of an Unanchored Rigid Body""; ""A.1 Approximate Method for Sliding of an Unanchored Rigid Body""; ""A.2 Approximate Method for Rocking of an Unanchored Rigid Body""; ""Appendix B""; ""B.0 Commentary on and Examples of Approximate Methods for Sliding and Rocking of an Unanchored Rigid Body""; ""B.1 Approximate Method for Sliding of an Unanchored Rigid Body"" ""B.2 Approximate Method for Rocking of an Unanchored Rigid Body""""B.3 Example Problems: Rigid Body Rocking and Sliding""; ""B.3.1 Rigid Body Rocking Example""; ""B.3.2 Rigid Body Sliding Example""; ""References for Appendix B.0""; ""Commentary""; ""C1.0 Introduction""; ""C1.1 Overview of the Seismic Design Criteria""; ""C1.2 Use of ASCE Standard 43-05 with Other Codes and Standards""; ""C1.3 Alternative Methods to Meet Intent of this Standard""; ""References for Section C1.0""; ""C2.0 Earthquake Ground Motion""; ""C2.2 Development of Design Basis Earthquake Ground Motion"" ""C2.3 Method to Define the Design Response Spectra at Various Depths in the Site Profile"" |
| Altri titoli varianti | Seismic design criteria for structures, systems, and components in nuclear facilities |
| Record Nr. | UNINA-9910458856403321 |
| Reston, VA, : American Society of Civil Engineers, c2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Assessment of energy-efficient building details for seismic regions / / Boris Azinović, Vojko Kilar, David Koren
| Assessment of energy-efficient building details for seismic regions / / Boris Azinović, Vojko Kilar, David Koren |
| Autore | Azinović Boris |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Cham, : Springer International Publishing AG, 2022 |
| Descrizione fisica | 1 online resource (214 p.) : illustrations (chiefly color) |
| Altri autori (Persone) |
KilarVojko
KorenDavid |
| Collana | Springer tracts in civil engineering |
| Soggetto topico |
Architecture and energy conservation
Buildings - Earthquake effects Earthquake resistant design Sustainable buildings |
| ISBN | 3-030-97556-8 |
| Classificazione | ARC018000SCI019000TEC031010 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Preface -- Contents -- 1 Introduction -- References -- 2 Design of the Thermal Insulation Envelope of Energy-Efficient Buildings -- 2.1 »L« Type Structural Assembly Connections -- 2.2 »T« Type Structural Assembly Connections -- 2.3 »+« Type Structural Assembly Connections -- References -- 3 Structural Details in Energy-Efficient Buildings -- 3.1 Foundations on the Thermal Insulation Layer -- 3.1.1 Possible Solutions for Foundations on Thermal Insulation -- 3.1.2 Specifics of Designing Thermally Insulated Foundation Slabs in Non-earthquake-Prone Areas -- 3.1.3 Influence of the Flexible Layer of Thermal Insulation on the Seismic Response of a Building -- 3.2 Base Insulation Blocks for Preventing Thermal Bridges in Walls in Contact with Cold Elements -- 3.2.1 Types of Base Insulation Blocks -- 3.2.2 Influence of Base Insulation Blocks on Better Environmental and Energy-Efficiency Parameters -- 3.2.3 Base Insulation Blocks as Parts of Masonry Structures for Bearing Vertical Static Loads -- 3.3 Details for Preventing Thermal Bridges in Cantilever Structures -- 3.3.1 Precast Element Solutions for Thermal Bridges in Cantilever Structures -- 3.3.2 Comparison of the Environmental and Energy-Efficiency Parameters of an Insulated and Uninsulated Reinforced Concrete Cantilever Slab -- 3.3.3 Selection Principles of Precast Load-Bearing Thermal Insulation Elements Subject to Vertical Static Loads -- 3.4 Building Connection Detail Between the Roof and Outer Wall -- 3.4.1 Environmental and Energy-Efficiency Aspects of the Building Connection Detail Between the Roof and an Outer Wall -- References -- 4 Evaluation of Critical Structural Assemblies -- 4.1 Detail Evaluation Methodology for Energy-Efficient Buildings -- 4.1.1 Importance of Environmental and Energy-Efficiency Parameters -- 4.1.2 Importance of Technical and Structural Parameters.
4.1.3 Importance of External Parameters -- 4.2 Environmental and Energy-Efficiency Parameters -- 4.2.1 Thermal Transmittance of Structural Assemblies (E1) -- 4.2.2 Continuity of Thermal Insulation (E2) -- 4.2.3 Condensation and Thermal Comfort (E3) -- 4.2.4 Influence on the Use of Energy (E4) -- 4.2.5 Airtightness (E5) -- 4.2.6 Life Cycle Assessment (E6) -- 4.2.7 Durability and Sustainability (E7) -- 4.3 Technical and Structural Parameters -- 4.3.1 Load-Bearing Capacity (K1) -- 4.3.2 Minimum Dimensions and Stiffness (K2) -- 4.3.3 Symmetry (K3) -- 4.3.4 Continuity or Uniformity of the Load-Bearing Structure (K4) -- 4.3.5 Eccentricity or a Shift in the Structure According to the Primary Load-Bearing Axis (K5) -- 4.3.6 Capacity Design Method (K6) -- 4.3.7 Connections of Primary and Secondary (Non-)Load-Bearing Elements (K7) -- 4.4 External Parameters -- 4.4.1 Location (Z1) -- 4.4.2 Importance of a Building (Z2) -- 4.4.3 Influence on the Global Analysis (Z3) -- 4.4.4 Complexity of Construction (Z4) -- 4.4.5 Penetrations and Openings (Z5) -- 4.4.6 Economic Aspect (Z6) -- 4.5 Assessment Based on Evaluation Parameters, Weighting Factors and External Parameters -- 4.6 Presentation of the Results -- References -- 5 Case Study: Using Methodology to Assess the Selected Details -- 5.1 Building Connection Detail Between an Outer Wall and the Foundation Slab -- 5.2 Building Connection Detail Between the Load-Bearing Balcony Structure and an Outer Wall -- 5.3 Building Connection Detail Between an Outer Wall and the Unheated Basement -- 5.4 Building Connection Detail Between an Outer Wall and the Roof -- References -- 6 Conclusions -- References -- Appendix Examples of the Use of the Methodology for Evaluating Structural Details. |
| Record Nr. | UNINA-9910566452703321 |
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Azinović Boris
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| Cham, : Springer International Publishing AG, 2022 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Building control with passive dampers [[electronic resource] ] : optimal performance-based design for earthquakes / / Izuru Takewaki
| Building control with passive dampers [[electronic resource] ] : optimal performance-based design for earthquakes / / Izuru Takewaki |
| Autore | Takewaki Izuru |
| Pubbl/distr/stampa | Singapore ; ; Hoboken, N.J., : J. Wiley & Sons (Asia), c2009 |
| Descrizione fisica | 1 online resource (322 p.) |
| Disciplina |
693.8/52
693.852 |
| Soggetto topico |
Earthquake resistant design
Buildings - Earthquake effects Damping (Mechanics) Buildings - Vibration Structural control (Engineering) |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-299-18953-9
0-470-82492-1 0-470-82493-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Contents; Preface; 1 Introduction; 1.1 Background and Review; 1.2 Fundamentals of Passive-damper Installation; 1.2.1 Viscous Dampers; 1.2.2 Visco-elastic Dampers; 1.3 Organization of This Book; References; 2 Optimality Criteria-based Design: Single Criterion in Terms of Transfer Function; 2.1 Introduction; 2.2 Incremental Inverse Problem: Simple Example; 2.3 Incremental Inverse Problem: General Formulation; 2.4 Numerical Examples I; 2.4.1 Viscous Damping Model; 2.4.2 Hysteretic Damping Model; 2.4.3 Six-DOF Models with Various Possibilities of Damper Placement
2.5 Optimality Criteria-based Design of Dampers: Simple Example2.5.1 Optimality Criteria; 2.5.2 Solution Algorithm; 2.6 Optimality Criteria-based Design of Dampers: General Formulation; 2.7 Numerical Examples II; 2.7.1 Example 1: Model with a Uniform Distribution of Story Stiffnesses; 2.7.2 Example 2: Model with a Uniform Distribution of Amplitudes of Transfer Functions; 2.8 Comparison with Other Methods; 2.8.1 Method of Lopez Garcia; 2.8.2 Method of Trombetti and Silvestri; 2.9 Summary; Appendix 2.A; References 3 Optimality Criteria-based Design: Multiple Criteria in Terms of Seismic Responses3.1 Introduction; 3.2 Illustrative Example; 3.3 General Problem; 3.4 Optimality Criteria; 3.5 Solution Algorithm; 3.6 Numerical Examples; 3.6.1 Multicriteria Plot; 3.7 Summary; References; 4 Optimal Sensitivity-based Design of Dampers in Moment-resisting Frames; 4.1 Introduction; 4.2 Viscous-type Modeling of Damper Systems; 4.3 Problem of Optimal Damper Placement and Optimality Criteria (Viscous-type Modeling); 4.3.1 Optimality Criteria; 4.4 Solution Algorithm (Viscous-type Modeling) 4.5 Numerical Examples I (Viscous-type Modeling)4.6 Maxwell-type Modeling of Damper Systems; 4.6.1 Modeling of a Main Frame; 4.6.2 Modeling of a Damper-Support-member System; 4.6.3 Effects of Support-Member Stiffnesses on Performance of Dampers; 4.7 Problem of Optimal Damper Placement and Optimality Criteria (Maxwell-type Modeling); 4.7.1 Optimality Criteria; 4.8 Solution Algorithm (Maxwell-type Modeling); 4.9 Numerical Examples II (Maxwell-type Modeling); 4.10 Nonmonotonic Sensitivity Case; 4.11 Summary; Appendix 4.A; References 5 Optimal Sensitivity-based Design of Dampers in Three-dimensional Buildings5.1 Introduction; 5.2 Problem of Optimal Damper Placement; 5.2.1 Modeling of Structure; 5.2.2 Mass, Stiffness, and Damping Matrices; 5.2.3 Relation of Element-end Displacements with Displacements at Center of Mass; 5.2.4 Relation of Forces at Center of Mass due to Stiffness Element K(i, j) with Element-end Forces; 5.2.5 Relation of Element-end Forces with Element-end Displacements; 5.2.6 Relation of Forces at Center of Mass due to Stiffness Element K(i, j) with Displacements at Center of Mass 5.2.7 Equations of Motion and Transfer Function Amplitude |
| Record Nr. | UNINA-9910131025803321 |
|
Takewaki Izuru
|
||
| Singapore ; ; Hoboken, N.J., : J. Wiley & Sons (Asia), c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Building control with passive dampers [[electronic resource] ] : optimal performance-based design for earthquakes / / Izuru Takewaki
| Building control with passive dampers [[electronic resource] ] : optimal performance-based design for earthquakes / / Izuru Takewaki |
| Autore | Takewaki Izuru |
| Pubbl/distr/stampa | Singapore ; ; Hoboken, N.J., : J. Wiley & Sons (Asia), c2009 |
| Descrizione fisica | 1 online resource (322 p.) |
| Disciplina |
693.8/52
693.852 |
| Soggetto topico |
Earthquake resistant design
Buildings - Earthquake effects Damping (Mechanics) Buildings - Vibration Structural control (Engineering) |
| ISBN |
1-299-18953-9
0-470-82492-1 0-470-82493-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Contents; Preface; 1 Introduction; 1.1 Background and Review; 1.2 Fundamentals of Passive-damper Installation; 1.2.1 Viscous Dampers; 1.2.2 Visco-elastic Dampers; 1.3 Organization of This Book; References; 2 Optimality Criteria-based Design: Single Criterion in Terms of Transfer Function; 2.1 Introduction; 2.2 Incremental Inverse Problem: Simple Example; 2.3 Incremental Inverse Problem: General Formulation; 2.4 Numerical Examples I; 2.4.1 Viscous Damping Model; 2.4.2 Hysteretic Damping Model; 2.4.3 Six-DOF Models with Various Possibilities of Damper Placement
2.5 Optimality Criteria-based Design of Dampers: Simple Example2.5.1 Optimality Criteria; 2.5.2 Solution Algorithm; 2.6 Optimality Criteria-based Design of Dampers: General Formulation; 2.7 Numerical Examples II; 2.7.1 Example 1: Model with a Uniform Distribution of Story Stiffnesses; 2.7.2 Example 2: Model with a Uniform Distribution of Amplitudes of Transfer Functions; 2.8 Comparison with Other Methods; 2.8.1 Method of Lopez Garcia; 2.8.2 Method of Trombetti and Silvestri; 2.9 Summary; Appendix 2.A; References 3 Optimality Criteria-based Design: Multiple Criteria in Terms of Seismic Responses3.1 Introduction; 3.2 Illustrative Example; 3.3 General Problem; 3.4 Optimality Criteria; 3.5 Solution Algorithm; 3.6 Numerical Examples; 3.6.1 Multicriteria Plot; 3.7 Summary; References; 4 Optimal Sensitivity-based Design of Dampers in Moment-resisting Frames; 4.1 Introduction; 4.2 Viscous-type Modeling of Damper Systems; 4.3 Problem of Optimal Damper Placement and Optimality Criteria (Viscous-type Modeling); 4.3.1 Optimality Criteria; 4.4 Solution Algorithm (Viscous-type Modeling) 4.5 Numerical Examples I (Viscous-type Modeling)4.6 Maxwell-type Modeling of Damper Systems; 4.6.1 Modeling of a Main Frame; 4.6.2 Modeling of a Damper-Support-member System; 4.6.3 Effects of Support-Member Stiffnesses on Performance of Dampers; 4.7 Problem of Optimal Damper Placement and Optimality Criteria (Maxwell-type Modeling); 4.7.1 Optimality Criteria; 4.8 Solution Algorithm (Maxwell-type Modeling); 4.9 Numerical Examples II (Maxwell-type Modeling); 4.10 Nonmonotonic Sensitivity Case; 4.11 Summary; Appendix 4.A; References 5 Optimal Sensitivity-based Design of Dampers in Three-dimensional Buildings5.1 Introduction; 5.2 Problem of Optimal Damper Placement; 5.2.1 Modeling of Structure; 5.2.2 Mass, Stiffness, and Damping Matrices; 5.2.3 Relation of Element-end Displacements with Displacements at Center of Mass; 5.2.4 Relation of Forces at Center of Mass due to Stiffness Element K(i, j) with Element-end Forces; 5.2.5 Relation of Element-end Forces with Element-end Displacements; 5.2.6 Relation of Forces at Center of Mass due to Stiffness Element K(i, j) with Displacements at Center of Mass 5.2.7 Equations of Motion and Transfer Function Amplitude |
| Record Nr. | UNINA-9910830053703321 |
|
Takewaki Izuru
|
||
| Singapore ; ; Hoboken, N.J., : J. Wiley & Sons (Asia), c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Building control with passive dampers : optimal performance-based design for earthquakes / / Izuru Takewaki
| Building control with passive dampers : optimal performance-based design for earthquakes / / Izuru Takewaki |
| Autore | Takewaki Izuru |
| Pubbl/distr/stampa | Singapore ; ; Hoboken, N.J., : J. Wiley & Sons (Asia), c2009 |
| Descrizione fisica | 1 online resource (322 p.) |
| Disciplina | 693.8/52 |
| Soggetto topico |
Earthquake resistant design
Buildings - Earthquake effects Damping (Mechanics) Buildings - Vibration Structural control (Engineering) |
| ISBN |
9781299189539
1299189539 9780470824924 0470824921 9780470824931 047082493X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Contents; Preface; 1 Introduction; 1.1 Background and Review; 1.2 Fundamentals of Passive-damper Installation; 1.2.1 Viscous Dampers; 1.2.2 Visco-elastic Dampers; 1.3 Organization of This Book; References; 2 Optimality Criteria-based Design: Single Criterion in Terms of Transfer Function; 2.1 Introduction; 2.2 Incremental Inverse Problem: Simple Example; 2.3 Incremental Inverse Problem: General Formulation; 2.4 Numerical Examples I; 2.4.1 Viscous Damping Model; 2.4.2 Hysteretic Damping Model; 2.4.3 Six-DOF Models with Various Possibilities of Damper Placement
2.5 Optimality Criteria-based Design of Dampers: Simple Example2.5.1 Optimality Criteria; 2.5.2 Solution Algorithm; 2.6 Optimality Criteria-based Design of Dampers: General Formulation; 2.7 Numerical Examples II; 2.7.1 Example 1: Model with a Uniform Distribution of Story Stiffnesses; 2.7.2 Example 2: Model with a Uniform Distribution of Amplitudes of Transfer Functions; 2.8 Comparison with Other Methods; 2.8.1 Method of Lopez Garcia; 2.8.2 Method of Trombetti and Silvestri; 2.9 Summary; Appendix 2.A; References 3 Optimality Criteria-based Design: Multiple Criteria in Terms of Seismic Responses3.1 Introduction; 3.2 Illustrative Example; 3.3 General Problem; 3.4 Optimality Criteria; 3.5 Solution Algorithm; 3.6 Numerical Examples; 3.6.1 Multicriteria Plot; 3.7 Summary; References; 4 Optimal Sensitivity-based Design of Dampers in Moment-resisting Frames; 4.1 Introduction; 4.2 Viscous-type Modeling of Damper Systems; 4.3 Problem of Optimal Damper Placement and Optimality Criteria (Viscous-type Modeling); 4.3.1 Optimality Criteria; 4.4 Solution Algorithm (Viscous-type Modeling) 4.5 Numerical Examples I (Viscous-type Modeling)4.6 Maxwell-type Modeling of Damper Systems; 4.6.1 Modeling of a Main Frame; 4.6.2 Modeling of a Damper-Support-member System; 4.6.3 Effects of Support-Member Stiffnesses on Performance of Dampers; 4.7 Problem of Optimal Damper Placement and Optimality Criteria (Maxwell-type Modeling); 4.7.1 Optimality Criteria; 4.8 Solution Algorithm (Maxwell-type Modeling); 4.9 Numerical Examples II (Maxwell-type Modeling); 4.10 Nonmonotonic Sensitivity Case; 4.11 Summary; Appendix 4.A; References 5 Optimal Sensitivity-based Design of Dampers in Three-dimensional Buildings5.1 Introduction; 5.2 Problem of Optimal Damper Placement; 5.2.1 Modeling of Structure; 5.2.2 Mass, Stiffness, and Damping Matrices; 5.2.3 Relation of Element-end Displacements with Displacements at Center of Mass; 5.2.4 Relation of Forces at Center of Mass due to Stiffness Element K(i, j) with Element-end Forces; 5.2.5 Relation of Element-end Forces with Element-end Displacements; 5.2.6 Relation of Forces at Center of Mass due to Stiffness Element K(i, j) with Displacements at Center of Mass 5.2.7 Equations of Motion and Transfer Function Amplitude |
| Record Nr. | UNINA-9911019220903321 |
|
Takewaki Izuru
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||
| Singapore ; ; Hoboken, N.J., : J. Wiley & Sons (Asia), c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Il calcolo sismico degli edifici in muratura / Nicola Augenti
| Il calcolo sismico degli edifici in muratura / Nicola Augenti |
| Autore | Augenti, Nicola |
| Edizione | [Nuova ed.] |
| Pubbl/distr/stampa | Torino : UTET, 2004 |
| Descrizione fisica | xxi, 490 p. ; 24 cm |
| Disciplina | 693.852 |
| Soggetto topico |
Earthquake resistant design
Buildings - Earthquake effects |
| ISBN | 8877509422 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISALENTO-991001808279707536 |
|
Augenti, Nicola
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| Torino : UTET, 2004 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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Catalog of FEMA earthquake resources [[electronic resource]]
| Catalog of FEMA earthquake resources [[electronic resource]] |
| Pubbl/distr/stampa | [Washington, D.C.] : , : U.S. Dept. of Homeland Security, Federal Emergency Management Agency, NEHRP, , [2008] |
| Descrizione fisica | 1 online resource (28 pages) : illustrations |
| Soggetto topico |
Earthquakes - Safety measures
Earthquake resistant design |
| Soggetto genere / forma |
Bibliographies.
Catalogs. |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Catalog of Federal Emergency Management Agency earthquake resources |
| Record Nr. | UNINA-9910698775603321 |
| [Washington, D.C.] : , : U.S. Dept. of Homeland Security, Federal Emergency Management Agency, NEHRP, , [2008] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Circuit breakers left racked out in non-seismically qualified positions [[electronic resource]]
| Circuit breakers left racked out in non-seismically qualified positions [[electronic resource]] |
| Pubbl/distr/stampa | Washington, DC : , : U.S. Nuclear Regulatory Commission, Office of Nuclear Reactor Regulation, , [1997] |
| Descrizione fisica | 1 online resource |
| Collana | NRC information notice |
| Soggetto topico |
Nuclear power plants - Electric equipment - Safety measures
Electric circuit-breakers Earthquake resistant design |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910699764803321 |
| Washington, DC : , : U.S. Nuclear Regulatory Commission, Office of Nuclear Reactor Regulation, , [1997] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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