LEADER 00839nam0-2200301---450- 001 990009854920403321 005 20140505160120.0 010 $a9780415458993 035 $a000985492 035 $aFED01000985492 035 $a(Aleph)000985492FED01 035 $a000985492 100 $a20140505d2010----km-y0itay50------ba 101 0 $aeng 102 $aGB 105 $aa---e---001yy 200 1 $aDictionary of ecodesign$ean illustrated reference$fKen Yeang, Lillian Woo 210 $aLondon$aNew York$cRoutledge$d2010 215 $a294 p.$cill.$d26 cm 700 1$aYeang,$bKen$0474087 701 1$aWoo,$bLillian$0522808 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990009854920403321 952 $aN CONS B 103$b21042$fFARBC 959 $aFARBC 996 $aDictionary of ecodesign$9825574 997 $aUNINA LEADER 05277nam 22006374a 450 001 9911006633003321 005 20200520144314.0 010 $a1-281-32545-7 010 $a9786611325459 010 $a0-08-055909-3 035 $a(CKB)1000000000414452 035 $a(EBL)344684 035 $a(OCoLC)277135696 035 $a(SSID)ssj0000252566 035 $a(PQKBManifestationID)12106109 035 $a(PQKBTitleCode)TC0000252566 035 $a(PQKBWorkID)10180089 035 $a(PQKB)10198092 035 $a(MiAaPQ)EBC344684 035 $a(EXLCZ)991000000000414452 100 $a20080626d2008 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aStructural dynamics and probabilistic analyses for engineers /$fGiora Maymon 210 $aAmsterdam ;$aBoston $cElsevier Butterworth-Heinemann$dc2008 215 $a1 online resource (475 p.) 300 $aDescription based upon print version of record. 311 $a0-7506-8765-7 320 $aIncludes bibliographical references (p. 420-426) and index. 327 $aFront Cover; Structural Dynamics and Probabilistic Analyses for Engineers; Copyright Page; Acknowledgments; Table of Contents; List of Figures; List of Tables; Foreword; Preface; Chapter 1. Some Basics of the Theory of Vibrations; 1.1 A Single Degree of Freedom System; 1.2 Response of a SDOF to (any) Transient Load; 1.3 Multiple-Degrees-of-Freedom (MDOF) System; 1.4 Infinite-Degrees-of-Freedom (Continuous) System; 1.5 Mounted Mass; Chapter 2. Dynamic Response of Beams and Other Structures to Deterministic Excitation; 2.1 A Generic Example of a Cantilever Beam 327 $a2.2 Some Basics of the Slender Beam Theory2.3 Modal Analysis of a Slender Cantilever Beam; 2.4 Stress Modes of a Slender Cantilever Beam; 2.5 Response of a Slender Beam to Harmonic Excitation; 2.5.1 Response of Beams to Base Excitation; 2.5.2 Response of a Cantilever Beam Toharmonic Tip Force; 2.5.3 Response of a Cantilever Beam to Harmonic Base Excitation; 2.5.4 Two External Forces; 2.6 Response of a Structure with Mounted Mass to Harmonic Excitation; 2.7 Symmetric and Anti-Symmetric Modes and Loads; 2.8 Response of a Simply Supported Plate to Harmonic Excitation; 2.9 Vibrations of Shells 327 $aChapter 3. Dynamic Response of a Structure to Random Excitation3.1 Random Excitation and Response; 3.2 Response of an Elastic Structure to Random Excitation; 3.2.1 Closed Form Solution; 3.3 Response of a Cantilever Beam to Clamp Displacement Excitation; 3.4 Response of a Cantilever Beam to Tip Displacement Excitation; 3.5 Simulation of an Important Structural Parameter in a Vibration Test; 3.5.1 Two Examples; 3.6 Response of a Structure to Acoustic Excitation; 3.7 An Example of a Frame Structure; 3.8 Response of a Structure with Mounted Mass to Random Excitation 327 $a3.9 Response of a Simply Supported Plate to Random ExcitationChapter 4. Contacts in Structural Systems; 4.1 Static Contact; 4.1.1 An Example of a Static Contact Problem; 4.2 Analytical Solution for a Dynamic Contact Problem; 4.3 The Two Dof Contact Problem; 4.4 Numerical Solution of a Dynamic Contact Problem-Force Excitation; 4.5 Numerical Solution of a Dynamic Contact Problem-Base Excitation; Chapter 5. Nondeterministic Behavior of Structures; 5.1 Probabilistic Analysis of Structures; 5.1.1 The Basic Stress-Strength Case; 5.2 Solutions for the Probability of Failure 327 $a5.2.1 Analytical Solution-The Lagrange Multiplier Method5.2.2 The Monte Carlo Simulation; 5.2.3 Solution with a Probabilistic Analysis Program; 5.2.4 Solutions for Cases Where no Closed-Form Expressions Exist; 5.3 Solution with a Commercial Finite Element Program; 5.4 Probability of Failure of Dynamically Excited Structures; 5.5 Structural Systems; 5.6 Model Uncertainties; Chapter 6. Random Crack Propagation; 6.1 Crack Propagation in a Structural Element; 6.2 Effects of a Static Bias on the Dynamic Crack Growth 327 $a6.3 Stochastic Crack Growth and the Probability of Failure for Harmonic Excitation 330 $aProbabilistic structural dynamics offers unparalleled tools for analyzing uncertainties in structural design. Once avoided because it is mathematically rigorous, this technique has recently remerged with the aide of computer software. Written by an author/educator with 40 years of experience in structural design, this user friendly manual integrates theories, formulas and mathematical models to produce a guide that will allow professionals to quickly grasp concepts and start solving problems. In this book, the author uses simple examples that provide templates for creating of more robust case 606 $aStructural dynamics 606 $aStructural analysis (Engineering) 606 $aProbabilities 615 0$aStructural dynamics. 615 0$aStructural analysis (Engineering) 615 0$aProbabilities. 676 $a624.1/71 676 $a624.171 676 $a624.171 700 $aMaymon$b Giora$0883020 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911006633003321 996 $aStructural dynamics and probabilistic analyses for engineers$94388608 997 $aUNINA