Abstract: A model for evaluating the lateral earth pressure distribution for retaining walls as a function of intermediate displacement between the full active and passive states is proposed in this paper. The proposed method can ...

Abstract: The seismic performance of bridge structures is significantly affected by their column height, design era, and horizontal deck curvature. However, existing risk assessment platforms do not appropriately account for the ...

Abstract: AbstractBeam–column connections are vulnerable parts of a frame pier under lateral earthquake. This paper proposes a novel double-stage yielding beam–column connection (DYC) for seismic damage control. The main feature is ...