The development of a soil shear rupture during an earthquake can occur along unstable slopes and at the foundation level, for sliding failure mechanisms. This singularity in the seismic wave propagation is not implemented in the common codes for one-dimensional seismic response analysis, usually including linear equivalent soil models. Instead, the code developed in this study was conceived, addressed and optimised to reliably model both the ‘transient’ seismic response (‘stick’ mode) and the permanent deformation mechanisms accounting for the coupled effects of deformability and strength (‘slip’ mode). The code models the soil profile as a system of consistent lumped masses, connected by viscous dampers and springs with hysteretic non-line...
Predicting the seismic site effects in complex real case histories is a non-trivial scientific and t...
In this paper, the seismic response of ‘infinitely’ long slopes is numerically analysed via the form...
Several soil models, such as linear elastic, equivalent linear, and nonlinear models, are employed i...
The development of a soil shear rupture during an earthquake can occur along unstable slopes and at ...
AbstractModelling of soil shear rupture due to an earthquake is not generally implemented in the com...
Modelling of soil shear rupture due to an earthquake is not generally implemented in the common code...
The first step for learning any calculation code for seismic response analysis is an adequate unders...
Abstract: This paper describes a newly developed computer code for performing one-dimensional nonlin...
One-dimensional seismic ground response analyses are often performed using equivalent-linear procedu...
Earthquakes can damage thousands of buildings and infrastructure as well as cause the loss of thousa...
A computer program is developed assuming underlying soil as horizontally layered and one-dimensional...
Thesis (Master's)--University of Washington, 2016-08One dimensional (1D) site response analysis usin...
AbstractBy the increase of strong motion data, special attention is brought to the nonlinear dynamic...
Since the catastrophic failures due to soil liquefaction occurred during Niigata (Japan) and Good Fr...
Predicting the seismic site effects in complex real case histories is a non-trivial scientific and t...
In this paper, the seismic response of ‘infinitely’ long slopes is numerically analysed via the form...
Several soil models, such as linear elastic, equivalent linear, and nonlinear models, are employed i...
The development of a soil shear rupture during an earthquake can occur along unstable slopes and at ...
AbstractModelling of soil shear rupture due to an earthquake is not generally implemented in the com...
Modelling of soil shear rupture due to an earthquake is not generally implemented in the common code...
The first step for learning any calculation code for seismic response analysis is an adequate unders...
Abstract: This paper describes a newly developed computer code for performing one-dimensional nonlin...
One-dimensional seismic ground response analyses are often performed using equivalent-linear procedu...
Earthquakes can damage thousands of buildings and infrastructure as well as cause the loss of thousa...
A computer program is developed assuming underlying soil as horizontally layered and one-dimensional...
Thesis (Master's)--University of Washington, 2016-08One dimensional (1D) site response analysis usin...
AbstractBy the increase of strong motion data, special attention is brought to the nonlinear dynamic...
Since the catastrophic failures due to soil liquefaction occurred during Niigata (Japan) and Good Fr...
Predicting the seismic site effects in complex real case histories is a non-trivial scientific and t...
In this paper, the seismic response of ‘infinitely’ long slopes is numerically analysed via the form...
Several soil models, such as linear elastic, equivalent linear, and nonlinear models, are employed i...