Structural dynamics
Paz, Mario
Structural dynamics theory and computation Mario Paz , William Leigh - 5th. ed. - New York Springer - xxii, 812 p.
Apéndices, glosario e índice alfabético, al final del libro
Referencias bibliográficas p. 803806
Undamped singledegreeoffreedom system Damped singledegreeoffreedom system Response of onedegreeoffreedom system to harmonic loading Response to general dynamic loading Response spectra Nonlinear structural response Free vibration of a shear building Forced motion of shear building Reduction of dynamic matrices Dynamic analysis of beams Dynamic analysis of grid frames Dynamic analysis of threedimensional frames Dynamic analysis of trusses Dynamic analysis of structures using the finite element method Time history response of multidegreeoffreedom systems Dynamic analysis of systems with distributed properties Discretization of continuos systems Fourier analysis and response in the frequency domain Evaluation of absolute damping from modal damping ratios Generalizad coordinates and rayleigh's method Random vibration Uniform building code 1997 : equivalent lateral force method Uniform building code 1997 : dynamic method International building code IBC2000
1402076673
Structural dynamics theory and computation Mario Paz , William Leigh - 5th. ed. - New York Springer - xxii, 812 p.
Apéndices, glosario e índice alfabético, al final del libro
Referencias bibliográficas p. 803806
Undamped singledegreeoffreedom system Damped singledegreeoffreedom system Response of onedegreeoffreedom system to harmonic loading Response to general dynamic loading Response spectra Nonlinear structural response Free vibration of a shear building Forced motion of shear building Reduction of dynamic matrices Dynamic analysis of beams Dynamic analysis of grid frames Dynamic analysis of threedimensional frames Dynamic analysis of trusses Dynamic analysis of structures using the finite element method Time history response of multidegreeoffreedom systems Dynamic analysis of systems with distributed properties Discretization of continuos systems Fourier analysis and response in the frequency domain Evaluation of absolute damping from modal damping ratios Generalizad coordinates and rayleigh's method Random vibration Uniform building code 1997 : equivalent lateral force method Uniform building code 1997 : dynamic method International building code IBC2000
1402076673