000			01987mm a2200517a 44500
001			NM000066
003			AR-HaUTN
007			ta
008			07020sc. 2 ||||||||||||||000 | spa||
005			20240917163953.0
020			_a1402076673
040			_aAR-HaUTN
100			_aPaz, Mario _95459
245			_aStructural dynamics _btheory and computation _cMario Paz , William Leigh
250			_a5th. ed.
260			_aNew York _bSpringer
300			_axxii, 812 p.
500			_aApéndices, glosario e índice alfabético, al final del libro
504			_aReferencias bibliográficas p. 803806
505			_tUndamped singledegreeoffreedom system
505			_tDamped singledegreeoffreedom system
505			_tResponse of onedegreeoffreedom system to harmonic loading
505			_tResponse to general dynamic loading
505			_tResponse spectra
505			_tNonlinear structural response
505			_tFree vibration of a shear building
505			_tForced motion of shear building
505			_tReduction of dynamic matrices
505			_tDynamic analysis of beams
505			_tDynamic analysis of grid frames
505			_tDynamic analysis of threedimensional frames
505			_tDynamic analysis of trusses
505			_tDynamic analysis of structures using the finite element method
505			_tTime history response of multidegreeoffreedom systems
505			_tDynamic analysis of systems with distributed properties
505			_tDiscretization of continuos systems
505			_tFourier analysis and response in the frequency domain
505			_tEvaluation of absolute damping from modal damping ratios
505			_tGeneralizad coordinates and rayleigh's method
505			_tRandom vibration
505			_tUniform building code 1997 : equivalent lateral force method
505			_tUniform building code 1997 : dynamic method
505			_tInternational building code IBC2000
700			_aLeigh, William _95460
942			_cBK
999			_c66 _d66