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- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF JOURNAL OF STRUCTURAL MECHANICS AND EARTHQUAKE ENGINEERING ’˜ŽÒi‰pjF ƒ^ƒCƒgƒ‹i‰pjF Comparison of simulated seismic wave with seismic wave characteristics for design using general]use fault model. ´˜^i‰pjF
The following are some approaches in the study on the seismic wave characteristics for the earthquake resisting design. The seismic wave characteristics are in general explained by the statistic method using various records of strong earthquake wave and are expressed in the attenuation formula of the max. acceleration and also in the resonse spectrum. In this paper, we utilized the fault models modified from Haskell model and the specific barrier model for the magnitude(M) of earthquake on a scale of 6-8 and then we examined the seismic wave characteristics. Finally we have made comparison between the above results and those stipulated by the Specifications for Earthquake Resisting Design of Highway Bridges. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@@˜_•¶W