Sequential Analysis of Steel Frame Building Subjected to Seismic Excitation, Tsunami, and Debris Collision
Abstract
The Great East Japan Earthquake and the following tsunami which occurred
on the 11th of March, 2011, caused a big disaster along the ocean-side
of Tohoku area. The big tsunami carried different kinds of debris such
as ships and cars up the stream, which caused additional damages to the
buildings in the area.In this study, a structural collapse analysis of
a steel frame building is performed using a finite element code based upon
the ASI-Gauss technique. A seismic excitation recorded in Kesennuma-shi
is first applied to the steel building model, followed by an input of the
drag force and buoyant force due to tsunami wave. At the last phase of
the analysis, a debris model with a velocity is collided and the collapse
behavior of the building is analyzed. The
story drift angle and the drag force applied to the building during the
sequence are both investigated, and are compared between models with and
without a wall placed under water level. The latter model tends to withstand
both the tsunami and the debris collision while the one with a wall is totally
washed up by tsunami after a direct hit from the debris. However, the impact
force of debris and continuous application of the drag force on the collided
debris leads to a severe damage of the building with a story drift angle of
about 0.036 rad, even if the building of the latter case has survived the
tsunami itself. This indicates that the anti-collision as well as anti-tsunami
considerations are both similarly important in the structural design of a
tsunami refuge building.
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