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100   $a20090713d2010      uy             0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 00$aRecommendations for seismic design of hybrid coupled wall systems$b[electronic resource] /$fprepared 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.]
210   $aReston, VA $cSEI/America Society of Civil Engineers$dc2010
215   $a1 online resource (81 p.)
300   $aDescription based upon print version of record.
311   $a0-7844-1060-7 
320   $aIncludes bibliographical references (p. [60]-68)and index.
327   $a""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""
327   $a""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""
327   $a""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""
327   $a""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""
606   $aConcrete walls$xDesign and construction
606   $aReinforced concrete construction$xDesign and construction
606   $aEarthquake resistant design
608   $aElectronic books.
615  0$aConcrete walls$xDesign and construction.
615  0$aReinforced concrete construction$xDesign and construction.
615  0$aEarthquake resistant design.
676   $a693.8/52
701   $aEl-Tawil$b Sherif$0968870
712 02$aStructural Engineering Institute.$bTechnical Committee on Composite Construction.
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910458217503321
996   $aRecommendations for seismic design of hybrid coupled wall systems$92201037
997   $aUNINA