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- W2065222521 abstract "The purpose of this paper is to study the aseismic displacement of multi-supported bridge to multiple seismic excitations. The first part deals with the systematic way of simulation of spatial variation of seismic waves. The evolutionary spectrum model was adopted, and the model parameters were estimated based on the data recorded by SMART-1 array. The local soil effect was also adopted in this simulation model. The second part deals with the stochastic earthquake analysis of multi-supported structures. The stochastic earthquake response of simply-supported girder bridge subjected to spatial variation of seismic wave was studied as an example. The relative displacement between the top of two piers was carefully examined as a function of model parameters as well as the local soil condition. It is found that the variation of structural properties between two adjacent structures have significant effects on the aseismic displacement between two supports. The local soil conditions, such as the depth of soil deposit, wave coherence, may also have an important effect on this aseismic displacement of multi-supported bridge." @default.
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- W2065222521 date "1990-01-01" @default.
- W2065222521 modified "2023-09-27" @default.
- W2065222521 title "Aseismic displacement analysis of multi-supported bridge to multiple excitations" @default.
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- W2065222521 doi "https://doi.org/10.1016/s0267-7261(09)90007-0" @default.
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