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[null,"1.","Record Nr.",null,"UNINA9910458217503321"]
[null,null,"Titolo",null,"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.]"]
[null,null,"Pubbl/distr/stampa",null,"Reston, VA, : SEI/America Society of Civil Engineers, c2010"]
[null,null,"ISBN",null,"0-7844-7307-2"]
[null,null,"Descrizione fisica",null,"1 online resource (81 p.)"]
[null,null,"Disciplina",null,"693.8/52"]
[null,null,"Soggetti",null,"Concrete walls - Design and construction"]
[{"$nulls":4},"Reinforced concrete construction - Design and construction"]
[{"$nulls":4},"Earthquake resistant design"]
[{"$nulls":4},"Electronic books."]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references (p. [60]-68)and index."]
[null,null,"Nota di contenuto",null,"\"\"Contents\"\"; \"\"List of Figures\"\"; \"\"List of Tables\"\"; \"\"List of Variables\"\"; \"\"1 Introduction\"\"; \"\"1.1 Application\"\"; \"\"1.2 Scope\"\"; \"\"2 System Behavior, Analysis, and Design Considerations\"\"; \"\"2.1 Selection of Coupling Ratio\"\"; \"\"2.2 Analysis Models for HCWs\"\"; \"\"2.2.1 Equivalent Frame Models\"\"; \"\"2.2.2 Finite Element Models\"\"; \"\"2.3 System Design Philosophy\"\"; \"\"3 Prescriptive Design Method (PrDM)\"\"; \"\"3.1 Classification According to Current Provisions\"\"; \"\"3.2 System Analysis\"\"; \"\"3.2.1 Wall Model\"\"; \"\"3.2.2 Coupling Beam Model\"\"; \"\"3.2.3 Beam-Wall Connection Model\"\""]
[{"$nulls":4},"\"\"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\"\""]
[{"$nulls":4},"\"\"4.5.2 Reinforced Concrete Wall Piers\"\"\"\"4.5.3 Beam-Wall Connection\"\"; \"\"4.6 Design Process\"\"; \"\"5 Component Design\"\"; \"\"5.1 Coupling Beam Design\"\"; \"\"5.1.1 Composite versus Non-Composite Coupling Beams\"\"; "]
[{"$nulls":4},"\"\"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\"\""]
[{"$nulls":4},"\"\"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\"\""]