000 | 02184mm a2200565a 44500 | ||
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001 | NM003159 | ||
003 | AR-HaUTN | ||
007 | ta | ||
008 | 02120s1993 ||||||||||||||000 | spa|| | ||
005 | 20240912185433.0 | ||
020 | _a0070113947 | ||
040 | _aarhautn | ||
100 |
_aClough, Ray W. _97898 |
||
245 |
_aDynamics of structures _cRay W. Clough , Joseph Penzien |
||
250 | _a2nd ed. | ||
260 |
_aNew York _bMcGraw-Hill |
||
300 |
_axxii, 738 p. _bgráficos |
||
500 | _aProblemas, al final de cada cap{itulo | ||
500 | _aIndice alfabético, al final del libro | ||
505 | _tOverview of structural dynamics | ||
505 | _tAnalysis of free vibration | ||
505 | _tResponse to harmonic loading | ||
505 | _tResponse to periodic loading | ||
505 | _tResponse to impulsive loading | ||
505 | _tResponse to general dynamic loading : superposition methods | ||
505 | _tResponse to general dynamic loading : step-by-step methods | ||
505 | _tGeneralized single-degree-of-freedom systems | ||
505 | _tFormulation of the MDOF equations of motion | ||
505 | _tEvaluation of structural-property matrices | ||
505 | _tUndamped free vibrations | ||
505 | _tAnalysis of dynamic response. Using superposition | ||
505 | _tVibration analysis by matrix iteration | ||
505 | _tSelection of dynamic degrees of freedom | ||
505 | _tAnalysis of MDOF dynamic response : step-by-step methods | ||
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 | _tProbability theory | ||
505 | _tRandom processes | ||
505 | _tStochastic response of linear SDOF systems | ||
505 | _tStochastic response of linear MDOF systems | ||
505 | _tSeismological background | ||
505 | _tFree.field surface ground motions | ||
505 | _tDeterministic earthquake response : systems on rigid foundations | ||
505 | _tDeterministic earthquake response : including soil-structure interaction | ||
505 | _tStochastic structural response | ||
700 |
_aPenzien, Joseph _97899 |
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942 | _cBK | ||
999 |
_c3159 _d3159 |