Soil-structure interaction (SSI) is involved in the pile-supported structures. Such effect is
mainly accounted for soil-pile interaction (SPI) driven by the deformation of pile and …

For multispan suspension bridges, the slip between the main cable and middle saddle is a
critical problem. It is therefore essential to find efficient antislip schemes and develop the …

This paper investigates the effect of differential support settlement on shear strength and
behavior of continuous reinforced concrete (RC) deep beams. A total of twenty three …

Long-span suspension bridges are widely used in deep valleys, which face severe seismic
risk. However, the potential saddle-cable frictional slippage under earthquake excitation as …

In a suspension bridge, slippage may occur at the saddle–cable interface during an
earthquake. A refined finite element model of the saddle–cable interface is proposed which …