00890nam0-2200313---450-99000952877040332120120214121818.0978-3-642-21642-8000952877FED01000952877(Aleph)000952877FED0100095287720120214d2012----km-y0itay50------baengUS--------001yyDesign thinking researchstudyng co-creation in practiceHasso OPlattner, Christoph Meinel, Larry Leifer editorsBerlinSpringer2012xii; 277 p.23 mPlattner,HassoMeinel,ChristophLeifer,LarryITUNINARICAUNIMARCBK9900095287704033211-6-579-TI9742ECAECADesign thinking research855655UNINA04354nam 2200601Ia 450 991045821750332120200520144314.00-7844-7307-2(CKB)2560000000056096(EBL)3115304(SSID)ssj0000486951(PQKBManifestationID)12147232(PQKBTitleCode)TC0000486951(PQKBWorkID)10442031(PQKB)11757789(MiAaPQ)EBC3115304(Au-PeEL)EBL3115304(CaPaEBR)ebr10435251(OCoLC)698590519(EXLCZ)99256000000005609620090713d2010 uy 0engur|n|---|||||txtccrRecommendations 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.]Reston, VA SEI/America Society of Civil Engineersc20101 online resource (81 p.)Description based upon print version of record.0-7844-1060-7 Includes bibliographical references (p. [60]-68)and index.""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""Concrete wallsDesign and constructionReinforced concrete constructionDesign and constructionEarthquake resistant designElectronic books.Concrete wallsDesign and construction.Reinforced concrete constructionDesign and construction.Earthquake resistant design.693.8/52El-Tawil Sherif968870Structural Engineering Institute.Technical Committee on Composite Construction.MiAaPQMiAaPQMiAaPQBOOK9910458217503321Recommendations for seismic design of hybrid coupled wall systems2201037UNINA