| 000 | 01931mm a2200541a 44500 | ||
|---|---|---|---|
| 001 | NM003158 | ||
| 003 | AR-HaUTN | ||
| 007 | ta | ||
| 008 | 02120sc. 1 ||||||||||||||000 | spa|| | ||
| 005 | 20240912185433.0 | ||
| 020 | _a0070113920 | ||
| 040 | _aarhautn | ||
| 100 |
_aClough, Ray W. _97896 |
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| 245 |
_aDynamics of structures _cRay W. Clough , Joseph Penzien |
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| 250 | _a1st? ed. | ||
| 260 |
_aTokyo _bMcGraw-Hill |
||
| 300 |
_axxii, 634 p. _bgráficos |
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| 500 | _aIndice alfabético, al final del libro | ||
| 505 | _tOverview of structural dynamics | ||
| 505 | _tFormulation of the equation of motion | ||
| 505 | _tFree vibration response | ||
| 505 | _tResponse to harmonic loading | ||
| 505 | _tResponse to periodic loadings | ||
| 505 | _tResponse to impulsive loads | ||
| 505 | _tResponse to general dynamic loading | ||
| 505 | _tAnalysis of nonlinear structural response | ||
| 505 | _tVibration analysis by Rayleigh's method | ||
| 505 | _tFormulation of the MDOF equations of motion | ||
| 505 | _tEvaluation of structural-property matrices | ||
| 505 | _tAnalysis of dynamic response | ||
| 505 | _tPractical vibration analysis | ||
| 505 | _tAnalysis of nonlinear systems | ||
| 505 | _tVariational formulation of the equations of motion | ||
| 505 | _tPartial differential equations of motion | ||
| 505 | _tAnalysis of undamped free vibrations | ||
| 505 | _tAnalysis of dynamic response | ||
| 505 | _tThe dynamic direct-stiffness method | ||
| 505 | _tWave-propagation analysis | ||
| 505 | _tProbability theory | ||
| 505 | _tRandom processes | ||
| 505 | _tStochastic response of linear SDOF systems | ||
| 505 | _tStochastic response of linear MDOF systems | ||
| 505 | _tSeismological background | ||
| 505 | _tDeterministic analysis of earthquake response | ||
| 505 | _tNondeterministic analysis of earthquake response | ||
| 700 |
_aPenzien, Joseph _97897 |
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| 942 | _cBK | ||
| 999 |
_c3158 _d3158 |
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