Seismic bearing capacity of shallow footing with using lower bound limit analysis method

Designing of shallow footing under seismic load is important subject on geotechnical engineering community. In this research, seismic bearing capacity of shallow footing has been estimated by using limit analysis lower bound theorem that merged by finite element with linear programing. All of this numerical research done by using MATLAB. Static and pseudo-static condition has been calculating in this paper. In the pseudo-static condition has been suppose two directions of vertical and horizontal. The answer in this method compared this other study

کلیدواژه ها:

Seismic Bearing Capacity ، Lower Bound ، Finite Element ، Pseudo Static ، Bearing Capacity.