Due to the insufficiency of the ductility, stability and low tensile stress capacity of the masonry shear walls responsible for carrying lateral loads, traditional brickwork masonry structures considered to be designed ...

In this paper, the obtained results from the experimental Studies describe the basic characteristics of wave propagation and ability of possible measures to reduce the impact of soil vibrations on structural response for ...

The traditional methods utilized in today's seismic design of structures involve structure's foundation as a fixed base by assuming soil does not deforms. Earthquake input motion is also considered as a horizontal movement ...

The objective of this work indicates and discusses two mathematical models and numerical techniques for solving problems associated with wave propagation in the track and subsoil due to the passage of a train. The Thin ...

This research primarily aims to investigate experimentally the mechanical behavior and the crack pattern of the perforated brick block masonry specimens under shear stresses before and after reinforcing procedure with ...

In this paper, the goal is to primarily deal with the modeling of the railway traffic induced vibrations by using discrete computer models for analyzing related wave propagation problems with soil-structure interaction ...

The installation of the trench-type barriers can be commonly used in civil engineering applications for isolation of the foundations and structures from the soft ground transmitted vibrations induced by high-speed surface ...