The purpose of this report is to study the dynamics of rigid blocks subjected to an earthquake ground motion. Such study could predict whether a rigid body overturns or remains standing. In particular, three cases are analysed in detail. Firstly, we deal with the one body case, for which it is studied the phase space when there is and when there is not a perturbation acting on the system. In particular, some numerical computations are carried out in order to find periodic orbits making use of the Poincaré impact map. Another special case of piecewise smooth systems is analyzed, a nonlinear impact oscillator. Finally, the one body case is extended to two blocks rocking. The purpose of this study is to look for some periodic orbits in order t...
This work deals with the rocking response of a rigid free-standing block under the action of ground ...
The problem of rocking response of a rigid block in free and forced motion has been studied for a nu...
The paper deals with a simplified approach to assess the critical response of slender rigid blocks t...
The purpose of this report is to study the dynamics of rigid blocks subjected to an earthquake groun...
This is the author accepted manuscript. The final version is available from AIP Publishing via the D...
The rocking response of rigid free-standing blocks under the action of ground motion is quite differ...
The asymptotic response of a rigid block to harmonic force is very rich and well worth studying, for...
The dynamic behavior of structures of two stacked rigid blocks subjected to ground excitation is exa...
This dissertation proposes a novel formulation for the rocking motion (RM) of rigid-blocks when no ...
Tesis Doctoral inédita leída en la Universidad Autónoma de Madrid, Facultad de Ciencias, Departament...
This paper examines in depth the transient rocking response of free-standing rigid blocks subjected ...
Using the theory of the discontinuous dynamical systems, the dynamics of an inclined impact oscillat...
The dynamic behavior of rigid free-standing blocks subjected to earthquake ground motions is highly ...
A simplified approach is proposed in this paper for assessing the safety levels of the seismic respo...
International audienceA two-degree-of-freedom oscillator with a colliding component is considered. ...
This work deals with the rocking response of a rigid free-standing block under the action of ground ...
The problem of rocking response of a rigid block in free and forced motion has been studied for a nu...
The paper deals with a simplified approach to assess the critical response of slender rigid blocks t...
The purpose of this report is to study the dynamics of rigid blocks subjected to an earthquake groun...
This is the author accepted manuscript. The final version is available from AIP Publishing via the D...
The rocking response of rigid free-standing blocks under the action of ground motion is quite differ...
The asymptotic response of a rigid block to harmonic force is very rich and well worth studying, for...
The dynamic behavior of structures of two stacked rigid blocks subjected to ground excitation is exa...
This dissertation proposes a novel formulation for the rocking motion (RM) of rigid-blocks when no ...
Tesis Doctoral inédita leída en la Universidad Autónoma de Madrid, Facultad de Ciencias, Departament...
This paper examines in depth the transient rocking response of free-standing rigid blocks subjected ...
Using the theory of the discontinuous dynamical systems, the dynamics of an inclined impact oscillat...
The dynamic behavior of rigid free-standing blocks subjected to earthquake ground motions is highly ...
A simplified approach is proposed in this paper for assessing the safety levels of the seismic respo...
International audienceA two-degree-of-freedom oscillator with a colliding component is considered. ...
This work deals with the rocking response of a rigid free-standing block under the action of ground ...
The problem of rocking response of a rigid block in free and forced motion has been studied for a nu...
The paper deals with a simplified approach to assess the critical response of slender rigid blocks t...