Numerical Study on Damage of Tsunami Evacuation Building under Tidal Wave and Debris Impact
Abstract
Robustness of a tsunami evacuation building is one of the most important
problems in protecting lives and properties against tsunami. To ensure
robustness, it is necessary to design with consideration of strict external
forces, including dynamic fluid force and debris impact force, caused by
tsunami. In this research, we numerically simulate behaviour of a tsunami evacuation
building under tidal wave and debris impact to investigate trend of the
forces due to tsunami. Partitioned fluid-structure interaction analysis
scheme coupled with stabilized ISPH (Incompressible Smoothed Particle Hydrodynamics)
method and ASI (Adaptive Shifted Integration)-Gauss method is applied for
the simulation. The ISPH method is a semi-implicit particle method and
suitable for free surface flow problem such as tsunami. The ASI-Gauss method
is a finite element method using linear Timoshenko beam elements and can
express a plastic hinge at any position in an element by shifting a numerical
integration point. Besides, improved ERP (Explicitly Represented Polygon)
wall boundary model is used as interface modelling between fluid and structure
domain. This model accurately satisfies boundary conditions on solid walls
and can directly calculate fluid force exerted on the walls. As validation of the proposed FSI coupling scheme, we solved free fall
problem of a beam member and dam break problem with an elastic obstacle.
Results of these analysis showed that the coupling scheme can obtain precise
solution. Furthermore, we conducted a simulation of a tsunami evacuation
building under tsunami and debris. Specification of the building was determined
according to current tsunami evacuation building design standard in Japan.
Based on the results, damage of the building caused by tidal wave and debris
impact was verified.
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