Successive formula method for numerical analysis of vibrating response |
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Authors: | Dahua Li |
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Institution: | (1) Institute of Engineering Mechanics, State Seismological Bureau, 150080 Harbin, China |
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Abstract: | The algorithm of successive formulas for computing numerical vibrating response of unequal time interval for a single-degree
of freedom oscillator in linear cases are more systematically introduced in the paper. Some numerical analysis characteristics
of the algorithm are discussed. It is proved that the algorithm is unconditionally stable and convergent. A computer program
for simultaneous calculation of the relative displacement, the relative velocity and the absolute acceleration response spectra
is edited in the paper.
The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,14, 236–242, 1992. |
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Keywords: | vibrating response numerical analysis successive formula method numerical stability earthquake response spectra |
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