1. Reference problem#
1.1. Geometry#
Geometry is a simplified building with three walls, a floor, a sole and a base. In addition, a portion of the ground is shown.
The building structure elements have a thickness of \(\mathrm{0,1}m\) while the base and the sole have a thickness of \(0.5m\) and \(0.35m\) respectively. The column has a rectangular cross section of \(0.2\mathrm{\times }0.2m\) and the beam has a section of \(0.15\mathrm{\times }0.325m\). The anchor point for the post is named \(S\). This point is not in contact with the floor.
1.2. Material properties#
The material is isotropic elastic whose properties are:
\(E=200000\mathit{MPa}\)
\(\nu =0.3\)
\(\rho =\mathrm{7800.Kg}/{m}^{3}\)
1.3. Boundary conditions and loads#
The walls of the building are connected to the floor. This one has a rigid body movement. The group of nodes \(\mathit{CDG}\) belongs to the delayder. These nodes have a different acceleration depending on time \(t\) in each direction.
The group of nodes \(S\), end of the column on the raft side. These nodes have a different acceleration depending on time \(t\) in each direction.
Node group |
Acceleration following x |
Acceleration following y |
Acceleration following z |
\(\mathit{CDG}\) |
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\(S\) |
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