Analise dinamica modal espectral de porticos planos

AUTOR(ES)

Ulises Bobadilla Guadalupe

DATA DE PUBLICAÇÃO

1996

RESUMO

This work presents the modal spectral dynamic analysis of plane framed structures. The Seismic Force is the dynamic excitation acting on structures. A response spectrum, namely, a plot of the maximum response (maximum displacement, velocity, acceleration, or any other quantity of interest) to a specified seismic load function for all possible single degree of freedom systems, is used to show the seismic action on these structures. The seismic static design of these structures, also presented, is made through the apI1ication of requirements of the some earthquake resistant design codes. A comparison of the responses of these structures to seismic static analysis (using the building codes) and to seismic dynamic analysis (using modal spectral dynamic analysis), is made

ASSUNTO(S)

analise espectral dinamica estrutural vibração analise modal

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