Evaluation of earthquake damaged concrete and masonry wall buildings [[electronic resource] ] : basic procedures manual / / prepared by Applied Technology Council (ATC-43 project) ; prepared for the Partnership for Response and Recovery |
Pubbl/distr/stampa | [Washington, D.C.] : , : Federal Emergency Management Agency, , 1989 |
Descrizione fisica | 1 online resource (xix, 249 pages) : illustrations |
Soggetto topico |
Buildings - Repair and reconstruction
Concrete walls - Design and construction Buildings - Earthquake effects Reinforced concrete construction Masonry |
Soggetto genere / forma | Handbooks and manuals. |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Altri titoli varianti | Evaluation of earthquake damaged concrete and masonry wall buildings |
Record Nr. | UNINA-9910699240003321 |
[Washington, D.C.] : , : Federal Emergency Management Agency, , 1989 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Expert meeting report [[electronic resource] ] : interior insulation retrofit of mass masonry wall assemblies / / prepared for Building America, Building Technologies Program, Office of Energy Efficiency and Renewable Energy, U.S. Department of Energy ; prepared by K. Ueno and R. Van Straaten |
Autore | Ueno K |
Pubbl/distr/stampa | [Washington, D.C.] : , : U.S. Dept. of Energy, Energy Efficiency & Renewable Energy, , [2012] |
Descrizione fisica | 1 online resource (vii, 32 pages) : color illustrations |
Altri autori (Persone) | Van StraatenR |
Soggetto topico |
Building, Brick
Masonry Insulation (Heat) Concrete walls - Design and construction Architecture and energy conservation |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Altri titoli varianti | Expert meeting report |
Record Nr. | UNINA-9910701789303321 |
Ueno K | ||
[Washington, D.C.] : , : U.S. Dept. of Energy, Energy Efficiency & Renewable Energy, , [2012] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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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 | ||
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