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- W2386782517 abstract "The seismic analysis of large scale underground caverns is complicated because of the interaction between structure and surrounding rocks and the uncertainty of earthquake excitation. Besides, the spatial variation characteristics of earthquake excitation have great effects on seismic response of the structures. In this paper, the dynamic impedance of surrounding rocks is evaluated using the damping solvent method. On this basis, the effect of the uncertainty of seismic input on dynamic random response of large scale underground caverns is studied using pseudo excitation random method. The results show that the seismic spatial coherence loss, wave travelling and scattering around the caverns may significantly affect the seismic response of underground caverns. The seismic wave travelling effect and spatial coherence loss will reduce the seismic response of underground structures, whereas the wave scattering effect can greatly improve the dynamic response of the underground structures. These factors must be taken into accoun in seismic analysis of the structures." @default.
- W2386782517 created "2016-06-24" @default.
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- W2386782517 date "2002-01-01" @default.
- W2386782517 modified "2023-09-25" @default.
- W2386782517 title "Random seismic response analysis of large-scale underground caverns" @default.
- W2386782517 hasPublicationYear "2002" @default.
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