LEADER 05252nam 2200673Ia 450 001 9910830687503321 005 20230721005823.0 010 $a1-282-16483-X 010 $a9786612164835 010 $a0-470-61091-3 010 $a0-470-39349-1 035 $a(CKB)2550000000005859 035 $a(EBL)477647 035 $a(OCoLC)520990423 035 $a(SSID)ssj0000343318 035 $a(PQKBManifestationID)11255586 035 $a(PQKBTitleCode)TC0000343318 035 $a(PQKBWorkID)10291662 035 $a(PQKB)10859384 035 $a(MiAaPQ)EBC477647 035 $a(EXLCZ)992550000000005859 100 $a20061011d2008 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aStructural dynamics in industry$b[electronic resource] /$fAlain Girard and Nicolas Roy 210 $aLondon $cISTE ;$aHoboken, NJ, USA $cWiley$d2008 215 $a1 online resource (451 p.) 225 1 $aISTE ;$vv.7 300 $aDescription based upon print version of record. 311 $a1-84821-004-3 320 $aIncludes bibliographical references and index. 327 $aStructural Dynamics in Industry; Table of Contents; Foreword; Preface; Introduction; Glossary; Chapter 1. General Introduction to Linear Analysis; 1.1. Introduction; 1.2. Motion types; 1.2.1. Sine motion; 1.2.1.1. Pure sine; 1.2.1.2. Swept sine; 1.2.1.3. Periodic motion; 1.2.2. Transient motion; 1.2.3. Random motion; 1.2.3.1. Random process; 1.2.3.2. Time analysis; 1.2.3.3. Statistical analysis; 1.2.3.4. Power spectral densities; 1.3. Time domain and frequency domain; 1.3.1. Introduction; 1.3.2. The time domain; 1.3.3. The frequency domain; 1.4. Frequency Response Functions 327 $a1.4.1. Introduction1.4.2. Frequency Response Functions and responses; 1.4.3. The nature of excitations and responses; 1.4.4. The nature of Frequency Response Functions; 1.5. Equations of motion and solution; 1.5.1. Equations of motion; 1.5.2. Solution using the direct frequency approach; 1.5.3. Solution using the modal approach; 1.5.4. Modes and 1-DOF system; 1.6. Analysis and tests; Chapter 2. The Single-Degree-of-Freedom System; 2.1. Introduction; 2.2. The equation of motion and the solution in the frequency domain; 2.2.1. Equations of motion; 2.2.2. Motion without excitation 327 $a2.2.2.1. The conservative system2.2.2.2. Dissipative system; 2.2.3. Solution in the frequency domain; 2.2.4. Dynamic amplifications; 2.2.5. Response to a random excitation; 2.3. Time responses; 2.3.1. Response to unit impulse; 2.3.2. Response to a general excitation; 2.3.3. Response spectra; 2.4. Representation of the damping; 2.4.1. Viscous damping; 2.4.2. Structural damping; 2.4.3. Other representations; Chapter 3. Multiple-Degree-of-Freedom Systems; 3.1. Introduction; 3.2. Determining the structural matrices; 3.2.1. Introduction; 3.2.2. Local element matrices 327 $a3.2.3. Element matrices in global reference form3.2.4. Assembly of element matrices; 3.2.5. Linear constraints between DOF; 3.2.5.1. Introduction; 3.2.5.2. DOF elimination; 3.2.5.3. DOF introduction; 3.2.6. Excitation forces; 3.3. The finite element method; 3.3.1. Introduction; 3.3.2. The rod element; 3.3.3. Beam finite element in bending; 3.3.4. The complete beam finite element; 3.3.5. Excitation forces; 3.4. Industrial models; 3.4.1. Introduction; 3.4.2. The element types; 3.4.3. Linear constraints; 3.4.4. DOF management; 3.4.5. Rules for modeling and verification of the model 327 $a3.4.6. Industrial examples3.5. Solution by direct integration; 3.5.1. Introduction; 3.5.2. Example of explicit method; 3.5.3. Example of implicit method; Chapter 4. The Modal Approach; 4.1. Introduction; 4.2. Normal modes; 4.2.1. Introduction; 4.2.2. Free structures; 4.2.3. System static condensation; 4.2.4. Eigenvalue problem solution; 4.3. Mode superposition; 4.3.1. Introduction; 4.3.2. Equation of motion transformation; 4.3.3. Problem caused by the damping; 4.3.4. Frequency resolution; 4.4. From the frequency approach to the modal approach; Chapter 5. Modal Effective Parameters 327 $a5.1. Introduction 330 $aStructural Dynamics in Industry focuses on the behavior of structures subjected to a vibrational or shock environment. It takes a systematic approach to the basic concepts in order to enhance the reader's understanding and to allow industrial structures to be covered with the necessary degree of depth. The developments are explained with a minimum of mathematics and are frequently illustrated with simple examples, while numerous industry case studies are also provided. 410 0$aISTE 606 $aStructural dynamics$xMathematical models 606 $aFunctional analysis 606 $aIndustrial buildings 615 0$aStructural dynamics$xMathematical models. 615 0$aFunctional analysis. 615 0$aIndustrial buildings. 676 $a624.1/7 676 $a624.17 700 $aGirard$b Alain$0101918 701 $aRoy$b Nicolas$01604379 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910830687503321 996 $aStructural dynamics in industry$93929180 997 $aUNINA