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Analisi della progettazione antisismica degli edifici / di Kiyoshi Muto ; [traduzone di E. Modica] ; [revisione tecnica di F. Di Maio]
| Analisi della progettazione antisismica degli edifici / di Kiyoshi Muto ; [traduzone di E. Modica] ; [revisione tecnica di F. Di Maio] |
| Autore | MUTO, Kiyoshi |
| Pubbl/distr/stampa | Palermo : Libreria D. Flaccovio, copyr. 1983 |
| Descrizione fisica | XIV, 385 p. : ill. ; 24 cm |
| Disciplina | 693.852 |
| Soggetto topico | Costruzioni antisismiche |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISA-990000835540203316 |
MUTO, Kiyoshi
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| Palermo : Libreria D. Flaccovio, copyr. 1983 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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Analisi sismica delle costruzioni in cemento armato / Kiyoshi Muto ; [commento [di] F. Di Maio ; revisione tecnica di F. Di Maio]
| Analisi sismica delle costruzioni in cemento armato / Kiyoshi Muto ; [commento [di] F. Di Maio ; revisione tecnica di F. Di Maio] |
| Autore | Muto, Kiyoshi |
| Pubbl/distr/stampa | Palermo : Flaccovio, 1982 |
| Descrizione fisica | 194 p. : ill. ; 21 cm |
| Disciplina |
693.852
624.1 693 |
| Soggetto non controllato |
Costruzioni antisismiche
Costruzioni in cemento armato - Calcolo |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNINA-990000768410403321 |
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Muto, Kiyoshi
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| Palermo : Flaccovio, 1982 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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L'Aquila : il progetto c.a.s.e. : complessi antisismici sostenibili ed ecocompatibili : un progetto di ricostruzione unico al mondo che ha consentito di dare alloggio a quindicimila persone in soli nove mesi / [ideato da Gian Michele Calvi, a cura di Roberto Turino]
| L'Aquila : il progetto c.a.s.e. : complessi antisismici sostenibili ed ecocompatibili : un progetto di ricostruzione unico al mondo che ha consentito di dare alloggio a quindicimila persone in soli nove mesi / [ideato da Gian Michele Calvi, a cura di Roberto Turino] |
| Pubbl/distr/stampa | Pavia : IUSS Press, c2010 |
| Descrizione fisica | 431 p. : ill. ; 28 cm |
| Disciplina | 693.852 |
| Altri autori (Persone) |
Calvi, Gian Micheleauthor
Turino, Roberto |
| Soggetto topico | Earthquake engineering |
| ISBN | 9788861980525 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISALENTO-991001652209707536 |
| Pavia : IUSS Press, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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L'archeosismologia in architettura : per un manuale / / Andrea Arrighetti
| L'archeosismologia in architettura : per un manuale / / Andrea Arrighetti |
| Autore | Arrighetti Andrea |
| Pubbl/distr/stampa | Firenze, Italy : , : Firenze University Press, , [2015] |
| Descrizione fisica | 1 online resource (214 pages) : illustrations |
| Disciplina | 693.852 |
| Collana | Strumenti per la didattica e la ricerca (Florence, Italy) |
| Soggetto topico |
Buildings - Earthquake effects
Cultural property - Protection |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Nota di contenuto | RINGRAZIAMENTI -- PRESENTAZIONE / Guido Vannini, Roberto Parenti, Francesco Doglioni -- INTRODUZIONE -- PARTE PRIMA Metodologia della ricerca archeosismologica -- CAPITOLO 1 Mappe, basi di dati, abachi, atlanti: introduzione all'uso degli strumenti indiretti -- CAPITOLO 2 Archeosismologia -- PARTE SECONDA Applicazione sul campo -- CAPITOLO 3 Il progetto Archeologia dell'architettura e rischio sismico in Mugello -- CONCLUSIONI -- FONTI E BIBLIOGRAFIA -- TAVOLE A COLORI. |
| Altri titoli varianti |
Lâarcheosismologia in architettura
Archeosismologia in architettura |
| Record Nr. | UNINA-9910571778403321 |
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Arrighetti Andrea
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| Firenze, Italy : , : Firenze University Press, , [2015] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Bracing for disaster : earthquake-resistant architecture and engineering in San Francisco, 1838-1933 / / Stephen Tobriner
| Bracing for disaster : earthquake-resistant architecture and engineering in San Francisco, 1838-1933 / / Stephen Tobriner |
| Autore | Tobriner Stephen |
| Pubbl/distr/stampa | Berkeley, California : , : Heyday Books : , : The Bancroft Library, University of California, , [2006] |
| Descrizione fisica | 1 online resource (465 pages) |
| Disciplina | 693.852 |
| Soggetto topico |
Buildings - Earthquake effects
Earthquake engineering |
| Soggetto genere / forma | Electronic books. |
| ISBN | 1-59714-328-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910467506603321 |
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Tobriner Stephen
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| Berkeley, California : , : Heyday Books : , : The Bancroft Library, University of California, , [2006] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Bracing for disaster : earthquake-resistant architecture and engineering in San Francisco, 1838-1933 / / Stephen Tobriner
| Bracing for disaster : earthquake-resistant architecture and engineering in San Francisco, 1838-1933 / / Stephen Tobriner |
| Autore | Tobriner Stephen |
| Pubbl/distr/stampa | Berkeley, California : , : Heyday Books : , : The Bancroft Library, University of California, , [2006] |
| Descrizione fisica | 1 online resource (465 pages) |
| Disciplina | 693.852 |
| Soggetto topico |
Buildings - Earthquake effects
Earthquake engineering |
| ISBN | 1-59714-328-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910793272403321 |
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Tobriner Stephen
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| Berkeley, California : , : Heyday Books : , : The Bancroft Library, University of California, , [2006] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Bracing for disaster : earthquake-resistant architecture and engineering in San Francisco, 1838-1933 / / Stephen Tobriner
| Bracing for disaster : earthquake-resistant architecture and engineering in San Francisco, 1838-1933 / / Stephen Tobriner |
| Autore | Tobriner Stephen |
| Pubbl/distr/stampa | Berkeley, California : , : Heyday Books : , : The Bancroft Library, University of California, , [2006] |
| Descrizione fisica | 1 online resource (465 pages) |
| Disciplina | 693.852 |
| Soggetto topico |
Buildings - Earthquake effects
Earthquake engineering |
| ISBN | 1-59714-328-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910816621303321 |
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Tobriner Stephen
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| Berkeley, California : , : Heyday Books : , : The Bancroft Library, University of California, , [2006] | ||
| 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 |
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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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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 |
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Takewaki Izuru
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| 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-9910841662003321 |
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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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