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- W637950336 abstract "The author analyzes dynamic coefficients in the form of response spectra as simplified measures of spatial seismic effects on structures. The coefficients are computed as dynamic response ratios in relation to point spectral density and unlagged coherency of excitations as well as frequency response function of an oscillator. The displacement ratio remains between 0 and 1, revealing the reduction of dynamic displacements for incoherent excitations. The force ratio may also exceed 1, suggesting additional spatial forces. The influence of propagation velocity and loss of coherence on spatial seismic vibrations is examined. The analyzed ratios may be applicable as partial coefficients." @default.
- W637950336 created "2016-06-24" @default.
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- W637950336 date "1996-04-01" @default.
- W637950336 modified "2023-09-24" @default.
- W637950336 title "SPATIAL SEISMIC COEFFICIENTS, SOME SENSITIVITY RESULTS. TECHNICAL NOTE" @default.
- W637950336 hasPublicationYear "1996" @default.
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