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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
|
||
| Singapore ; ; Hoboken, N.J., : J. Wiley & Sons (Asia), c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Critical excitation methods in earthquake engineering / / Izuru Takewaki
| Critical excitation methods in earthquake engineering / / Izuru Takewaki |
| Autore | Takewaki Izuru |
| Pubbl/distr/stampa | Amsterdam ; ; Oxford, : Elsevier, 2007 |
| Descrizione fisica | 1 online resource (287 p.) |
| Disciplina | 624.1762 |
| Soggetto topico |
Earthquake engineering
Engineering |
| ISBN |
1-280-74675-0
9786610746750 0-08-046762-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Critical Excitation Methods in Earthquake Engineering; Copyright Page; Contents; Preface; Permission Details; Chapter 1: Overview of Seismic Critical Excitation Method; 1.1 What is critical excitation?; 1.2 Origin of critical excitation method (Drenick's approach); 1.3 Shinozuka's approach; 1.4 Historical sketch in early stage; 1.5 Various measures of criticality; 1.6 Subcritical excitation; 1.7 Stochastic excitation; 1.8 Convex models; 1.9 Nonlinear or elastic-plastic SDOF system; 1.10 Elastic-plastic MDOF system; 1.11 Critical envelope function; 1.12 Robust structural design
1.13 Critical excitation method in earthquake-resistant designChapter 2: Critical Excitation for Stationary and Non-stationary Random Inputs; 2.1 Introduction; 2.2 Stationary input to single-degree-of-freedom model; 2.3 Stationary input to multi-degree-of-freedom model; 2.4 Conservativeness of bounds; 2.5 Non-stationary input to SDOF model; 2.6 Non-stationary input to MDOF model; 2.7 Numerical examples for SDOF model; 2.8 Numerical examples for MDOF model; 2.9 Conclusions; Chapter 3: Critical Excitation for Non-proportionally Damped Structural Systems; 3.1 Introduction 3.2 Modeling of input motions3.3 Response of non-proportionally damped model to non-stationary random excitation; 3.4 Critical excitation problem; 3.5 Solution procedure; 3.6 Critical excitation for acceleration (proportional damping); 3.7 Numerical examples (proportional damping); 3.8 Numerical examples (non-proportional damping); 3.9 Numerical examples (various types of damping concentration); 3.10 Conclusions; Chapter 4: Critical Excitation for Acceleration Response; 4.1 Introduction; 4.2 Modeling of input motions 4.3 Acceleration response of non-proportionally damped model to non-stationary random input4.4 Critical excitation problem; 4.5 Solution procedure; 4.6 Numerical examples; 4.7 Model with non-proportional damping-1; 4.8 Model with non-proportional damping-2; 4.9 Model with proportional damping; 4.10 Conclusions; Chapter 5: Critical Excitation for Elastic-Plastic Response; 5.1 Introduction; 5.2 Statistical equivalent linearization for SDOF model; 5.3 Critical excitation problem for SDOF model; 5.4 Solution procedure 5.5 Relation of critical response with inelastic response to recorded ground motions5.6 Accuracy of the proposed method; 5.7 Criticality of the rectangular PSD function and applicability in wider parameter ranges; 5.8 Critical excitation for MDOF elastic-plastic structures; 5.9 Statistical equivalent linearization for MDOF model; 5.10 Critical excitation problem for MDOF model; 5.11 Solution procedure; 5.12 Relation of critical response with inelastic response to recorded ground motions; 5.13 Accuracy of the proposed method; 5.14 Conclusions Chapter 6: Critical Envelope Function for Non-stationary Random Earthquake Input |
| Record Nr. | UNINA-9911004697303321 |
|
Takewaki Izuru
|
||
| Amsterdam ; ; Oxford, : Elsevier, 2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Improving the earthquake resilience of buildings : the worst case approach / / Izuru Takewaki, Abbas Moustafa, Kohei Fujita
| Improving the earthquake resilience of buildings : the worst case approach / / Izuru Takewaki, Abbas Moustafa, Kohei Fujita |
| Autore | Takewaki Izuru |
| Edizione | [1st ed. 2013.] |
| Pubbl/distr/stampa | London, : Springer-Verlag, 2012, c2013 |
| Descrizione fisica | 1 online resource (331 p.) |
| Disciplina |
690
690.24 690/.24 691 |
| Altri autori (Persone) |
MoustafaAbbas
FujitaKohei |
| Collana | Springer series in reliability engineering |
| Soggetto topico |
Earthquake resistant design
Buildings - Earthquake effects Earthquake engineering |
| ISBN |
9786613934444
9781283621991 1283621991 9781447141440 144714144X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 1 Introduction -- 2. Earthquake resilience of high-rise buildings: Case study of the 2011 Tohoku (Japan) earthquake -- 3. Simulation of near-field pulse-like ground motion -- 4. Critical characterization and modeling of pulse-like near-field strong ground motion -- 5. Characteristics of earthquake ground motion of repeated sequences -- 6. Modeling critical ground-motion sequences for inelastic structures -- 7. Response of Nonlinear SDOF Structures to Random Acceleration Sequences -- 8. Use of deterministic and probabilistic measures to identify unfavorable earthquake records -- 9. Damage Assessment to Inelastic Structure Under Worst Earthquake Loads -- 10 Critical earthquake loads for SDOF inelastic structures considering evolution of seismic waves -- 11. Critical Correlation of Bi-Directional Horizontal Ground Motions -- 12. Optimal placement of viscoelastic dampers and supporting members under variable critical excitations -- 13 Earthquake response bound analysis of uncertain passively controlled buildings for robustness evaluation -- 14 Earthquake response bound analysis of uncertain base-isolated buildings for robustness evaluation -- 15. Future Directions. |
| Record Nr. | UNINA-9910438041303321 |
|
Takewaki Izuru
|
||
| London, : Springer-Verlag, 2012, c2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Innovative Methodologies for Resilient Buildings and Cities
| Innovative Methodologies for Resilient Buildings and Cities |
| Autore | Takewaki Izuru |
| Pubbl/distr/stampa | Frontiers Media SA, 2019 |
| Descrizione fisica | 1 online resource (135 p.) |
| Soggetto topico |
Civil engineering, surveying and building
Environmental science, engineering and technology |
| Soggetto non controllato |
Earthquake risk
Monitoring Resilience Robustness Structural control |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910557800703321 |
|
Takewaki Izuru
|
||
| Frontiers Media SA, 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||