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Patterns of stresses and relative displacements based on the experimental results are also proposed.
A Galerkin discretization is performed by using a suitable expansion of displacements based on shape functions.
The cyclic loading protocol was adapted from FEMA 461 with target displacements based on elastic buckling properties.
However, expansion of displacements based on polynomials of thickness coordinate z is not adequate as mentioned earlier in obtaining proper solutions of displacements.
The procedure for solving the boundary problem based upon the R-functions method and for estimation of transverse displacements based upon the correlation analysis is presented.
Mikumo and Ando (1976) calculated theoretical vertical displacements based on the plural fault plane models of the 1891 Nobi earthquake and compared them with the observed vertical displacements along two leveling routes across the Umehara and Gifu-Ichinomiya faults.
In order to contribute to this discussion, in this study we have recalculated the coseismic horizontal and vertical displacements, based on the triangulation and leveling network data before and after the earthquake.
It outlines a numerical model, working with a numerical concept, which makes the calculation of accumulated displacements based on cyclic triaxial test results possible, and it describes important factors affecting the deformation response of a monopile to cyclic lateral loads.
Base shear, isolator displacement, base torsional angle and roof acceleration are selected as prominent responses of base-isolated structures.
A new 3D multi-node coarse element is provided to simulate the complex deformation and the approach is elaborated to construct the displacement base functions numerically.
Generally, the torsional component of earthquake affects the isolator displacement, base torsional angle and roof acceleration, while the base shear is influenced by the rocking components.
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