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Analysis of tentative seismic design provisions for buildings / / James Robert. Harris
| Analysis of tentative seismic design provisions for buildings / / James Robert. Harris |
| Autore | Harris James Robert |
| Pubbl/distr/stampa | Gaithersburg, MD : , : U.S. Dept. of Commerce, National Institute of Standards and Technology, , 1979 |
| Descrizione fisica | 1 online resource |
| Altri autori (Persone) | HarrisJames Robert |
| Collana | NBS technical note |
| Soggetto topico | Buildings - Earthquake effects |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910711228203321 |
Harris James Robert
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| Gaithersburg, MD : , : U.S. Dept. of Commerce, National Institute of Standards and Technology, , 1979 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Annual report of the National Earthquake Hazards Reduction Program
| Annual report of the National Earthquake Hazards Reduction Program |
| Pubbl/distr/stampa | [Gaithersburg, Md.], : National Institute of Standards and Technology |
| Descrizione fisica | volumes : digital, PDF files |
| Disciplina | 363.3/495 |
| Soggetto topico |
Buildings - Earthquake effects
Earthquake engineering - United States Hazard mitigation - United States Earthquake hazard analysis - United States Seismology - Research - United States Earthquake engineering Earthquake hazard analysis Hazard mitigation Seismology - Research |
| Soggetto genere / forma | Periodicals. |
| ISSN | 1946-682X |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti |
To accompany the President's budget request to Congress for fiscal year ..
NEHRP annual report |
| Record Nr. | UNINA-9910698687803321 |
| [Gaithersburg, Md.], : National Institute of Standards and Technology | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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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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ASCE standard, ASCE/SEI, 41-17, seismic evaluation and retrofit of existing buildings
| ASCE standard, ASCE/SEI, 41-17, seismic evaluation and retrofit of existing buildings |
| Pubbl/distr/stampa | Reston, Virginia : , : American Society of Civil Engineers, , 2017 |
| Descrizione fisica | 1 online resource (576 pages) |
| Disciplina | 693.8/52021873 |
| Soggetto topico |
Earthquake resistant design - Standards
Buildings - Earthquake effects |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-8081-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910467655303321 |
| Reston, Virginia : , : American Society of Civil Engineers, , 2017 | ||
| 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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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 | ||
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