(1996) proposed that the analytical solution of the local shear failure of sandy soil during the loading process is difficult to obtain, but it can be approximately determined in engineering applications. In the approximate solution, the foundation bearing capacity is assumed to be the sum of ...
The steel column supports only the vertical load, whereas the lateral load is supported by the buckling- restrained steel plate shear wall. The force of the struc ture is easily determined, and the details of the con nection are simple. A simulation analysis indicates that this new ...
At the same time, it can be seen from the figure that the shear force at the interface between the loose sand layer and the clay layer suddenly increases. Due to the liquefaction of the shallow sand, the liquefied soil generates a discontinuous horizontal displacement, resulting in a sudden ...
In this paper, the shaking table tests of a Seismic–Soil–Pile–Superstructure Interaction (SSPSI) in medium-soft and hard base soil were carried out. Silted clay with a unit weight of 1.70 g/cm3 and a shear wave velocity of 175 m/s was adopted to simulate the medium-soft soil, while...
In general, the bottom frame structures are adapted to the degree of economic development in China and with Chinese characteristics. There are similarities and differences between the bottom frame structure and the European pilotis system. In the pilotis system, the superstructure is usually a shear ...
The findings revealed that the surrounding soil’s shear wave and pressure fields were altered by the presence of surface structures, which affected the tunnel’s seismic response. It was also observed that this impact was more pronounced for tunnels that were buried at shallower depths. Azadi ...
Under the excitation of horizontal load, according to the principle of equivalent base shear force and overturning moment, Equations (3) and (4) can be obtained. The equivalent mass and equivalent height of the outer tank wall particle can be obtained by combining the two equations: ∫ℎ0...