Sentence examples similar to lateral pier from inspiring English sources

The pier lateral response has been investigated by means of push-over analysis and nonlinear time histories.

Next, to propose the design revision or to develop seismic damping and isolation measures such as viscous dampers parameters and girder-pier lateral restraints to improve the structural seismic performance.

This study focuses on the effect of vertical local vibration of the cantilever deck on the serviceability of the bridge and the ride quality of the railway vehicles, and thus the lateral vibration of piers is neglected and the continuous bridge is assumed to be supported on the ground.

The proposed model only considers the lateral deformation of the pier caused by flexure and shear: Δ = V − P tan θ K K = 1 / 4 γ h 3 E L 3 t + h GLt Open image in new window.

Tie spacing, concrete and steel properties, amount of reinforcement and column height are factors (or parameters) that can affect the performance of bridge piers under lateral loads.

This paper presents three dimensional nonlinear finite element models using ABAQUS⧹Standard for evaluating the behavior of segmental precast post-tensioned piers under lateral loads.

The required confined zone in critical regions of columns and piers undergoing lateral sway during earthquakes is related to the plastic hinge length where inelastic deformation and damage develops.

The lateral drift of the piers and spandrel panel was decomposed in a part associated with both bending and shear deformations and another part associated with rocking rotations of end sections.

It is also found that seasonally frozen soil may impact bridge seismic behavior; the lateral displacement capacity of the pier decreases and the shear demand increases in the frozen soil condition.

FE analysis results show that: (1) the ratio between rocking rotations of the spandrel panel and those of the piers can be predicted through a simple geometrical relationship; (2) overturning moment can induce significant axial force variations in piers, changing their lateral behaviour.

On the deck of a high pier viaduct, the expected lateral winds are stronger because of the distance between the deck and the ground.