Abstract: Bridges located in deep reservoir are exposed to threats from near-fault ground motions. The resilience and economic loss of a highway bridge in deep reservoir under near-fault ground motions require better understanding. ...

Abstract: The bond–slip behavior of concrete pile–cemented soil interface is crucial for load transfer analysis of stiffened deep cement mixing piles, which is greatly influenced by ground temperature and age during long-term curing. ...

Abstract: Hydrodynamic effects are concerns in the seismic analysis of bridges with complex hollow piers submerged in a reservoir. In this study, potential-based fluid elements were employed to set up a three-dimensional numerical ...

Abstract: This paper focuses on the calculation of the structural vibration–induced hydrodynamic added mass of the rectangular pile cap submerged in water. A total of 150 pile caps with different physical parameters are sampled by ...