LEADER 01184nam--2200409---450- 001 990000309300203316 005 20051109120232.0 010 $a88-339-1237-X 035 $a0030930 035 $aUSA010030930 035 $a(ALEPH)000030930USA01 035 $a0030930 100 $a20001204d2000----km-y0itay0103----ba 101 $ait 102 $aITA 105 $a||||||||001yy 200 1 $aSolo una dea$emitologie del femminile nel novecento$fFulvio Salza 210 $aTorino$cBollati Boringhieri$d2000 215 $a198 p.$d22 cm 225 2 $aSaggi$iPsicologia 410 $12001$aSaggi$iPsicologia 461 1$1001-------$12001 606 0 $aDonna$xPsicoanalisi 606 0 $aDonna$xConcezione$zSec. 20. 676 $a305.4 700 1$aSALZA,$bFulvio$0268435 801 0$aIT$bsalbc$gISBD 912 $a990000309300203316 951 $aII.3. 2411(VI ps B 853)$b152626 L.M.$cVI ps$d00002810 959 $aBK 969 $aUMA 979 $aPATTY$b90$c20001204$lUSA01$h1544 979 $c20020403$lUSA01$h1638 979 $aPATRY$b90$c20040406$lUSA01$h1622 979 $aCOPAT2$b90$c20051109$lUSA01$h1202 996 $aSolo una dea$9880894 997 $aUNISA LEADER 04354nam 2200601Ia 450 001 9910458217503321 005 20200520144314.0 010 $a0-7844-7307-2 035 $a(CKB)2560000000056096 035 $a(EBL)3115304 035 $a(SSID)ssj0000486951 035 $a(PQKBManifestationID)12147232 035 $a(PQKBTitleCode)TC0000486951 035 $a(PQKBWorkID)10442031 035 $a(PQKB)11757789 035 $a(MiAaPQ)EBC3115304 035 $a(Au-PeEL)EBL3115304 035 $a(CaPaEBR)ebr10435251 035 $a(OCoLC)698590519 035 $a(EXLCZ)992560000000056096 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