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- W2367792358 abstract "The multi-support excitation problem has become one of the important issues in the research field of large span spatial structures.Selecting single layer reticular dome as the research object,the paper investigates the horizontal wave passage effect on the seismic responses of the structure.The reticular dome analyzed is assumed to cover 100 meters and to be supported by the surrounding columns.The results show that when the wave propagation and vibration directions are same to each other,the seismic responses of the dome are amplified.On the other hand,if the two directions are vertical to each other,the responses are reduced by the wave passage effect.The seismic responses of the substructure are amplified greatly by the effect.These amplifications are mainly caused by the pseudo-static component of the multi-support excitations.A method is suggested in the paper to consider the wave passage effects in such kind of structures." @default.
- W2367792358 created "2016-06-24" @default.
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- W2367792358 date "2006-01-01" @default.
- W2367792358 modified "2023-09-22" @default.
- W2367792358 title "Seismic response of a large span single layer reticular dome with surrounding columns considering horizontal wave passage effect" @default.
- W2367792358 hasPublicationYear "2006" @default.
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