Evaluation of the impact of the earthquake on the fault far and near steel building

The purpose of this article is comparison of the effect of the earthquake on steel structures near field short and long and is away from the fault zone Which of the two mapping acceleration earthquake Kobe earthquake as near field and far field earthquakes as Elcentro is used. Analysis on the steel floor of building 1 and 10. As well as in the analysis of time-history analysis of the buildings for the dynamic analysis is used. The results that compare Drift will show classes The effectiveness of structures with a height of earthquake and earthquake areas far less near field impacts on the structure show more So that Drift the maximum levels almost doubled under the earthquake effect near field to far field of the fault. The results that can be compared to the Drift shows that short little difference in steel structures in earthquake areas and near the impact on the structures cannot be observed. Near field earthquake impact by increasing the height of most of the area is away so that the maximum relative shift levels almost doubled under the earthquake effect near field to far field of near field of earthquake faults and has apparently accelerated towards the more remote apparently the earthquake

Keywords:

The effect of the earthquake , Near field , Far field , Building , Drift