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This higher strength increases stability against liquefaction during earthquake.
This is mainly because their behaviour during earthquake is very critical.
The stability of cylindrical shells during earthquake strong motions is briefly discussed.
Combination of torsion and axial compressive loading frequently occurs in bridge columns during earthquake vibrations.
Ground acceleration during earthquake events cause a reduction in bearing capacity factors.
A number of researches have considered designing MTMD systems to reduce structural response during earthquake.
Dynamic behavior and failure mechanism of slope during earthquake are hot topics in geotechnical engineering community.
Reducing vibration of buildings during earthquake is of the primary concern to most structural engineers.
Both structural and nonstructural damages observed during earthquake ground motions are primarily produced by lateral displacements.
So, this model exhibits soft storey effect without any doubt, which is most vulnerable during earthquake.
Failure of structure on this type of soil will be catastrophic during earthquake. 5.
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