LEADER 05403nam 2200697 450 001 9910829288703321 005 20230803202213.0 010 $a1-5231-1095-3 010 $a1-118-93123-8 010 $a1-118-93121-1 010 $a1-118-93122-X 035 $a(CKB)3710000000099096 035 $a(EBL)1676670 035 $a(SSID)ssj0001340636 035 $a(PQKBManifestationID)11739953 035 $a(PQKBTitleCode)TC0001340636 035 $a(PQKBWorkID)11381192 035 $a(PQKB)10830923 035 $a(OCoLC)878679282 035 $a(Au-PeEL)EBL1676670 035 $a(CaPaEBR)ebr10862673 035 $a(CaONFJC)MIL620520 035 $a(OCoLC)878263213 035 $a(MiAaPQ)EBC1676670 035 $a(EXLCZ)993710000000099096 100 $a20140429h20142014 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aSpecification development /$fChristian Lalanne 205 $aThird edition. 210 1$aLondon, England ;$aHoboken, New Jersey :$cISTE Ltd :$cJohn Wiley and Sons,$d2014. 210 4$dİ2014 215 $a1 online resource (555 p.) 225 0 $aMechanical Vibration and Shock Analysis ;$vVolume 5 300 $aDescription based upon print version of record. 311 $a1-84821-648-3 320 $aIncludes bibliographical references and index. 327 $aCover; Title Page; Copyright; Contents; Foreword to Series; Introduction; List of Symbols; Chapter 1. Extreme Response Spectrum of a Sinusoidal Vibration; 1.1. The effects of vibration; 1.2. Extreme response spectrum of a sinusoidal vibration; 1.2.1. Definition; 1.2.2. Case of a single sinusoid; 1.2.3. General case; 1.2.4. Case of a periodic signal; 1.2.5. Case of n harmonic sinusoids; 1.2.6. Influence of the dephasing between the sinusoids; 1.3. Extreme response spectrum of a swept sine vibration; 1.3.1. Sinusoid of constant amplitude throughout the sweeping process 327 $a1.3.2. Swept sine composed of several constant levelsChapter 2. Extreme Response Spectrum of a Random Vibration; 2.1. Unspecified vibratory signal; 2.2. Gaussian stationary random signal; 2.2.1. Calculation from peak distribution; 2.2.2. Use of the largest peak distribution law; 2.2.3. Response spectrum defined by k times the rms response; 2.2.4. Other ERS calculation methods; 2.3. Limit of the ERS at the high frequencies; 2.4. Response spectrum with up-crossing risk; 2.4.1. Complete expression; 2.4.2. Approximate relation; 2.4.3. Approximate relation URS - PSD 327 $a2.4.4. Calculation in a hypothesis of independence of threshold overshoot2.4.5. Use of URS; 2.5. Comparison of the various formulae; 2.6. Effects of peak truncation on the acceleration time history; 2.6.1. Extreme response spectra calculated from the time history signal; 2.6.2. Extreme response spectra calculated from the power spectral densities; 2.6.3. Comparison of extreme response spectra calculated from time history signals and power spectral densities; 2.7. Sinusoidal vibration superimposed on a broadband random vibration; 2.7.1. Real environment 327 $a2.7.2. Case of a single sinusoid superimposed to a wideband noise2.7.3. Case of several sinusoidal lines superimposed on a broadband random vibration; 2.8. Swept sine superimposed on a broadband random vibration; 2.8.1. Real environment; 2.8.2. Case of a single swept sine superimposed to a wideband noise; 2.8.3. Case of several swept sines superimposed on a broadband random vibration; 2.9. Swept narrowbands on a wideband random vibration; 2.9.1. Real environment; 2.9.2. Extreme response spectrum; Chapter 3. Fatigue Damage Spectrum of a Sinusoidal Vibration 327 $a3.1. Fatigue damage spectrum definition3.2. Fatigue damage spectrum of a single sinusoid; 3.3. Fatigue damage spectrum of a periodic signal; 3.4. General expression for the damage; 3.5. Fatigue damage with other assumptions on the S-N curve; 3.5.1. Taking account of fatigue limit; 3.5.2. Cases where the S-N curve is approximated by a straight line in log-lin scales; 3.5.3. Comparison of the damage when the S-N curves are linear in either log-log or log-lin scales; 3.6. Fatigue damage generated by a swept sine vibration on a single-degree-of-freedom linear system; 3.6.1. General case 327 $a3.6.2. Linear sweep 330 $a Everything engineers need to know about mechanical vibration and shock...in one authoritative reference work! This fully updated and revised 3rd edition addresses the entire field of mechanical vibration and shock as one of the most important types of load and stress applied to structures, machines and components in the real world. Examples include everything from the regular and predictable loads applied to turbines, motors or helicopters by the spinning of their constituent parts to the ability of buildings to withstand damage from wind loads or explosions, and the need for cars to 410 0$aISTE 606 $aShock (Mechanics)$vCongresses 606 $aShock waves$xMathematical models 615 0$aShock (Mechanics) 615 0$aShock waves$xMathematical models. 676 $a620.1054 700 $aLalanne$b Christian$0510072 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910829288703321 996 $aSpecification development$9771590 997 $aUNINA