LEADER 05308nam 2200661 a 450 001 9910876603503321 005 20200520144314.0 010 $a1-299-18953-9 010 $a0-470-82492-1 010 $a0-470-82493-X 035 $a(CKB)3460000000003464 035 $a(EBL)818627 035 $a(OCoLC)817920629 035 $a(SSID)ssj0000597327 035 $a(PQKBManifestationID)11941362 035 $a(PQKBTitleCode)TC0000597327 035 $a(PQKBWorkID)10577877 035 $a(PQKB)11242494 035 $a(MiAaPQ)EBC818627 035 $a(EXLCZ)993460000000003464 100 $a20090707d2009 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aBuilding control with passive dampers $eoptimal performance-based design for earthquakes /$fIzuru Takewaki 210 $aSingapore ;$aHoboken, N.J. $cJ. Wiley & Sons (Asia)$dc2009 215 $a1 online resource (322 p.) 300 $aDescription based upon print version of record. 311 $a0-470-82491-3 320 $aIncludes bibliographical references and index. 327 $aCover; Contents; Preface; 1 Introduction; 1.1 Background and Review; 1.2 Fundamentals of Passive-damper Installation; 1.2.1 Viscous Dampers; 1.2.2 Visco-elastic Dampers; 1.3 Organization of This Book; References; 2 Optimality Criteria-based Design: Single Criterion in Terms of Transfer Function; 2.1 Introduction; 2.2 Incremental Inverse Problem: Simple Example; 2.3 Incremental Inverse Problem: General Formulation; 2.4 Numerical Examples I; 2.4.1 Viscous Damping Model; 2.4.2 Hysteretic Damping Model; 2.4.3 Six-DOF Models with Various Possibilities of Damper Placement 327 $a2.5 Optimality Criteria-based Design of Dampers: Simple Example2.5.1 Optimality Criteria; 2.5.2 Solution Algorithm; 2.6 Optimality Criteria-based Design of Dampers: General Formulation; 2.7 Numerical Examples II; 2.7.1 Example 1: Model with a Uniform Distribution of Story Stiffnesses; 2.7.2 Example 2: Model with a Uniform Distribution of Amplitudes of Transfer Functions; 2.8 Comparison with Other Methods; 2.8.1 Method of Lopez Garcia; 2.8.2 Method of Trombetti and Silvestri; 2.9 Summary; Appendix 2.A; References 327 $a3 Optimality Criteria-based Design: Multiple Criteria in Terms of Seismic Responses3.1 Introduction; 3.2 Illustrative Example; 3.3 General Problem; 3.4 Optimality Criteria; 3.5 Solution Algorithm; 3.6 Numerical Examples; 3.6.1 Multicriteria Plot; 3.7 Summary; References; 4 Optimal Sensitivity-based Design of Dampers in Moment-resisting Frames; 4.1 Introduction; 4.2 Viscous-type Modeling of Damper Systems; 4.3 Problem of Optimal Damper Placement and Optimality Criteria (Viscous-type Modeling); 4.3.1 Optimality Criteria; 4.4 Solution Algorithm (Viscous-type Modeling) 327 $a4.5 Numerical Examples I (Viscous-type Modeling)4.6 Maxwell-type Modeling of Damper Systems; 4.6.1 Modeling of a Main Frame; 4.6.2 Modeling of a Damper-Support-member System; 4.6.3 Effects of Support-Member Stiffnesses on Performance of Dampers; 4.7 Problem of Optimal Damper Placement and Optimality Criteria (Maxwell-type Modeling); 4.7.1 Optimality Criteria; 4.8 Solution Algorithm (Maxwell-type Modeling); 4.9 Numerical Examples II (Maxwell-type Modeling); 4.10 Nonmonotonic Sensitivity Case; 4.11 Summary; Appendix 4.A; References 327 $a5 Optimal Sensitivity-based Design of Dampers in Three-dimensional Buildings5.1 Introduction; 5.2 Problem of Optimal Damper Placement; 5.2.1 Modeling of Structure; 5.2.2 Mass, Stiffness, and Damping Matrices; 5.2.3 Relation of Element-end Displacements with Displacements at Center of Mass; 5.2.4 Relation of Forces at Center of Mass due to Stiffness Element K(i, j) with Element-end Forces; 5.2.5 Relation of Element-end Forces with Element-end Displacements; 5.2.6 Relation of Forces at Center of Mass due to Stiffness Element K(i, j) with Displacements at Center of Mass 327 $a5.2.7 Equations of Motion and Transfer Function Amplitude 330 $aThe recent introduction of active and passive structural control methods has given structural designers powerful tools for performance-based design. However, structural engineers often lack the tools for the optimal selection and placement of such systems. In Building Control with Passive Dampers , Takewaki brings together most the reliable, state-of-the-art methods in practice around the world, arming readers with a real sense of how to address optimal selection and placement of passive control systems. The first book on optimal design, sizing, and location 606 $aEarthquake resistant design 606 $aBuildings$xEarthquake effects 606 $aDamping (Mechanics) 606 $aBuildings$xVibration 606 $aStructural control (Engineering) 615 0$aEarthquake resistant design. 615 0$aBuildings$xEarthquake effects. 615 0$aDamping (Mechanics) 615 0$aBuildings$xVibration. 615 0$aStructural control (Engineering) 676 $a693.8/52 700 $aTakewaki$b Izuru$0772035 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910876603503321 996 $aBuilding control with passive dampers$91575880 997 $aUNINA