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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 | ||
| ||
Design, siting, and construction of low-cost housing and community buildings : to better withstand earthquakes and windstorms. A report prepared for the U.S. Agency for International Development. / / Editors: William F. Reps [and] Emil Simiu
| Design, siting, and construction of low-cost housing and community buildings : to better withstand earthquakes and windstorms. A report prepared for the U.S. Agency for International Development. / / Editors: William F. Reps [and] Emil Simiu |
| Pubbl/distr/stampa | [Washington] : , : U.S. National Bureau of Standards; [for sale by the Supt. of Docs., U.S. Govt. Print. Off.], , 1974 |
| Descrizione fisica | 1 online resource (xviii, 132 pages) : illustrations |
| Disciplina |
690/.08 s
693.8/52 |
| Collana | NBS building science series |
| Soggetto topico |
Earthquake engineering
Windstorms Working class - Dwellings Pression du vent Travail et travailleurs - Habitations Tremblements de terres et construction |
| Classificazione | 56.10 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Design, siting, and construction of low-cost housing and community buildings |
| Record Nr. | UNINA-9910712925403321 |
| [Washington] : , : U.S. National Bureau of Standards; [for sale by the Supt. of Docs., U.S. Govt. Print. Off.], , 1974 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Earthquake protection of building equipment and systems [[electronic resource] ] : bridging the implementation gap / / Jeffrey A. Gatscher, Gary L. McGavin, Philip J. Caldwell
| Earthquake protection of building equipment and systems [[electronic resource] ] : bridging the implementation gap / / Jeffrey A. Gatscher, Gary L. McGavin, Philip J. Caldwell |
| Autore | Gatscher Jeffrey A |
| Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, 2012 |
| Descrizione fisica | 1 online resource (426 p.) |
| Disciplina | 693.8/52 |
| Altri autori (Persone) |
McGavinGary L. <1948->
CaldwellPhilip J |
| Soggetto topico |
Buildings - Earthquake effects
Buildings - Mechanical equipment - Earthquake effects |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-7643-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover""; ""Contents""; ""Foreword""; ""Preface""; ""Acknowledgments""; ""Part 1: Earthquake Demand""; ""Chapter 1 Introduction to Demand Allocation""; ""1.1 Nonstructural Building Systems""; ""1.2 Systems Design Primer""; ""1.3 Modern Nonstructural Design Philosophy""; ""References""; ""Chapter 2 Stakeholder Commentary""; ""2.1 The Stakeholders""; ""2.2 Code Regulation and Enforcement""; ""2.3 Building Design and Construction""; ""2.4 Product Design and Manufacture""; ""References""; ""Chapter 3 Geotechnical Primer""; ""3.1 Plate Tectonics""; ""3.2 Stress on Rocks""
""3.3 Damage Potential Based on Earthquake-Facility Variables""""3.4 Faults""; ""3.5 Seismic Waves""; ""3.6 Lateral Loads versus Three-Axis Ground Motion""; ""3.7 Seismic Early Warning Systems""; ""3.8 Earthquake Scales""; ""3.9 Foreshocks and Aftershocks""; ""3.10 Deriving Seismic Hazard Maps from Seismology""; ""References""; ""Chapter 4 Building Code Seismic Requirements""; ""4.1 Basic Elements of Model Building Codes""; ""4.2 Elements of IBC and ASCE/SEI 7 Seismic Provisions""; ""4.3 Seismic Requirements Summary""; ""References""; ""Part 2: Nonstructural Capacity"" ""Chapter 5 Introduction to Seismic Qualification""""5.1 Qualification Ownership""; ""5.2 OEM Qualification Strategy""; ""5.3 Nonstructural Compliance Metrics""; ""5.4 Seismic Qualification Summary""; ""References""; ""Chapter 6 Analytical Methods""; ""6.1 Applied Seismic Analysis""; ""6.2 Advanced Seismic Analysis""; ""References""; ""Chapter 7 Dynamic Test Methods""; ""7.1 Specification of the Test Environment""; ""7.2 Seismic Test Machines and Technology""; ""7.3 Test Preparation and Execution""; ""7.4 Experimental Modal Analysis""; ""References"" ""Chapter 8 Comparative Experience Methods""""8.1 SQUG Qualification by Earthquake Experience""; ""8.2 GERS Qualification by Testing Experience""; ""8.3 Experienced-Based Methods Summary""; ""References""; ""Chapter 9 Combined Methods""; ""9.1 Options for Large-Class Qualification""; ""9.2 Large-Class Qualification Summary""; ""References""; ""Chapter 10 Trends in Earthquake Protection of Nonstructural Systems""; ""10.1 Performance-Based Design""; ""10.2 Nonstructural Research Needs""; ""References""; ""Appendix. Test Facility Selection: Points to Consider""; ""Glossary""; ""A""; ""B""; ""C"" ""D""""E""; ""F""; ""G""; ""H""; ""I""; ""L""; ""M""; ""N""; ""O""; ""P""; ""R""; ""S""; ""T""; ""U""; ""Z""; ""Notation""; ""Index""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""G""; ""H""; ""I""; ""J""; ""K""; ""L""; ""M""; ""N""; ""O""; ""P""; ""Q""; ""R""; ""S""; ""T""; ""U""; ""V""; ""W""; ""Y""; ""Z""; ""About the Authors"" |
| Record Nr. | UNINA-9910462111603321 |
|
Gatscher Jeffrey A
|
||
| Reston, Va., : American Society of Civil Engineers, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Earthquake resistant masonry construction : national workshop : proceedings of a national workshop held at the National Bureau of Standards, Boulder, Colorado, September 13-16, 1976 / / edited by Robert A. Crist, Louis E. Cattaneo ; Center for Building Technology, Institute for Applied Technology, National Bureau of Standards ; sponsored by National Science Foundation
| Earthquake resistant masonry construction : national workshop : proceedings of a national workshop held at the National Bureau of Standards, Boulder, Colorado, September 13-16, 1976 / / edited by Robert A. Crist, Louis E. Cattaneo ; Center for Building Technology, Institute for Applied Technology, National Bureau of Standards ; sponsored by National Science Foundation |
| Pubbl/distr/stampa | [Washington] : , : U.S. Dept. of Commerce, National Bureau of Standards : , : For sale by the Supt. of Docs., U.S. Govt. Print. Off., , 1977 |
| Descrizione fisica | 1 online resource (x, 361 pages) : illustrations |
| Disciplina |
690/.021 s
693.8/52 |
| Altri autori (Persone) |
CattaneoLouis E
CristRobert A |
| Collana | NBS building science series |
| Soggetto topico |
Buildings - Earthquake effects
Masonry |
| Soggetto genere / forma | Conference papers and proceedings. |
| Classificazione | 56.45 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Earthquake resistant masonry construction |
| Record Nr. | UNINA-9910712929603321 |
| [Washington] : , : U.S. Dept. of Commerce, National Bureau of Standards : , : For sale by the Supt. of Docs., U.S. Govt. Print. Off., , 1977 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Example application guide for ASCE/SEI 41-13 seismic evaluation and retrofit of existing buildings with additional commentary for ASCE/SEI 41-17 / / prepared by Applied Technology Council ; prepared for Federal Emergency Management Agency
| Example application guide for ASCE/SEI 41-13 seismic evaluation and retrofit of existing buildings with additional commentary for ASCE/SEI 41-17 / / prepared by Applied Technology Council ; prepared for Federal Emergency Management Agency |
| Pubbl/distr/stampa | Washington, D.C. : , : U.S. Department of Homeland Security, FEMA, , 2018 |
| Descrizione fisica | 1 online resource (940 unnumbered pages) : color illustrations |
| Disciplina | 693.8/52 |
| Soggetto topico |
Buildings - Earthquake effects - Standards
Earthquake hazard analysis - Standards |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910709968103321 |
| Washington, D.C. : , : U.S. Department of Homeland Security, FEMA, , 2018 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Recommendations for seismic design of hybrid coupled wall systems [[electronic resource] /] / prepared by Technical Committee on Composite Construction, the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by Sherif El-Tawil ... [et al.]
| Recommendations for seismic design of hybrid coupled wall systems [[electronic resource] /] / prepared by Technical Committee on Composite Construction, the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by Sherif El-Tawil ... [et al.] |
| Pubbl/distr/stampa | Reston, VA, : SEI/America Society of Civil Engineers, c2010 |
| Descrizione fisica | 1 online resource (81 p.) |
| Disciplina | 693.8/52 |
| Altri autori (Persone) | El-TawilSherif |
| Soggetto topico |
Concrete walls - Design and construction
Reinforced concrete construction - Design and construction Earthquake resistant design |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-7307-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Contents""; ""List of Figures""; ""List of Tables""; ""List of Variables""; ""1 Introduction""; ""1.1 Application""; ""1.2 Scope""; ""2 System Behavior, Analysis, and Design Considerations""; ""2.1 Selection of Coupling Ratio""; ""2.2 Analysis Models for HCWs""; ""2.2.1 Equivalent Frame Models""; ""2.2.2 Finite Element Models""; ""2.3 System Design Philosophy""; ""3 Prescriptive Design Method (PrDM)""; ""3.1 Classification According to Current Provisions""; ""3.2 System Analysis""; ""3.2.1 Wall Model""; ""3.2.2 Coupling Beam Model""; ""3.2.3 Beam-Wall Connection Model""
""3.3 Vertical Redistribution of Coupling Beam Forces""""3.4 Beam and Wall Overstrength""; ""3.5 Design Process""; ""4 Performance-Based Design Method (PBDM)""; ""4.1 Performance Objectives""; ""4.2 Recommended Analysis Methods""; ""4.3 Modeling Guidance""; ""4.3.1 Load Model""; ""4.3.2 Component Force-Deformation Response for Nonlinear Analysis Procedures""; ""4.3.3 Simplified Model for Nonlinear Static Procedure""; ""4.4 Preliminary Proportioning""; ""4.4.1 Method of Determining Trial Proportioning for HCWs""; ""4.5 Acceptance Criteria""; ""4.5.1 Coupling Beams"" ""4.5.2 Reinforced Concrete Wall Piers""""4.5.3 Beam-Wall Connection""; ""4.6 Design Process""; ""5 Component Design""; ""5.1 Coupling Beam Design""; ""5.1.1 Composite versus Non-Composite Coupling Beams""; ""5.1.2 Coupling Beam Bracing""; ""5.2 Beam-Wall Connection Design""; ""5.2.1 Embedment Length Calculation""; ""5.2.2 Wall Boundary Regions at Beam Embedment""; ""5.2.3 Top Beam-Wall Connections""; ""5.2.4 Joint Constructibility Issues""; ""5.3 Wall Pier Design""; ""5.3.1 Flexural and Axial Strength Interaction""; ""5.3.2 Base Shear Magnification""; ""5.3.3 Wall Shear Strength"" ""5.3.4 Special Detailing of Shear Wall Boundary Elements""""5.3.5 Force Transfer at Base of Wall""; ""6 Alternative Hybrid Wall Systems""; ""6.1 Unbonded Post-Tensioned Coupled Wall Systems""; ""6.2 Steel Coupling Beam with Fuse""; ""6.3 Composite Shear Plate Coupling Beam""; ""Appendix I: Development of Fundamental Wall Geometry""; ""Appendix II: References""; ""Index""; ""A""; ""B""; ""C""; ""D""; ""E""; ""H""; ""M""; ""O""; ""P""; ""R""; ""S""; ""W""; ""X"" |
| Record Nr. | UNINA-9910458217503321 |
| Reston, VA, : SEI/America Society of Civil Engineers, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Seismic design of buildings to Eurocode 8 / / edited by Ahmed Y. Elghazouli, Imperial College, London
| Seismic design of buildings to Eurocode 8 / / edited by Ahmed Y. Elghazouli, Imperial College, London |
| Edizione | [Second edition.] |
| Pubbl/distr/stampa | Boca Raton, FL : , : CRC Press, Taylor & Francis Group, , [2017] |
| Descrizione fisica | 1 online resource (383 pages) : illustrations |
| Disciplina | 693.8/52 |
| Soggetto topico |
Earthquake resistant design
Buildings - Earthquake effects Standards, Engineering - Europe |
| ISBN |
1-315-36822-6
1-315-35126-9 1-4987-5160-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 1. Introduction : seismic design and Eurocode 8 / Philippe Bisch -- 2. Seismic hazard and earthquake actions / Julian J. Bommer and Peter J. Stafford -- 3. Structural analysis / Martin S. Williams -- 4. Basic seismic design principles for buildings / Edmund Booth and Zygmunt Lubkowski -- 5. Design of concrete structures / Andy Campbell and Mario Lopes -- 6. Design of steel structures / Ahmed Y. Elghazouli and Jose Miguel Castro -- 7. Design of composite steel/concrete structures / Ahmed Y. Elghazouli and Jose Miguel Castro -- 8. Design of timber structures / Christian Malaga-Chuquitaype and Ahmed Y. Elghazouli -- 9. Design of masonry structures / Matthew Dejong and Andrea Penna -- 10. Seismic isolation and supplemental damping / Damian Grant -- 11. Shallow foundations / Gopal S.P. Madabhushi, Indrasenan Thusyanthan, Zygmunt Lubkowski and Alain Pecker -- 12. Pile foundations / Gopal S.P. Madabhushi and Robert May. |
| Altri titoli varianti | Seismic design of buildings to Eurocode eight |
| Record Nr. | UNINA-9910155241903321 |
| Boca Raton, FL : , : CRC Press, Taylor & Francis Group, , [2017] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Seismic design of reinforced concrete structures for controlled inelastic response : design concepts
| Seismic design of reinforced concrete structures for controlled inelastic response : design concepts |
| Pubbl/distr/stampa | [Place of publication not identified], : Thomas Telford, 1998 |
| Disciplina | 693.8/52 |
| Soggetto topico |
Earthquake resistant design - Earthquake effects
Reinforced concrete construction Buildings, Reinforced concrete Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
| ISBN | 1-68015-072-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9911004714903321 |
| [Place of publication not identified], : Thomas Telford, 1998 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
