Calculated length of compression bar in pile bent column pier;

In this paper, the formulas for calculating the stability of the single row pile bent with varying cross sections are derived by means of an analogy-bar method, and results of numerical examples show that the formulas derived in this paper are not only simple and convenient, but also easy to be adopted in the engineering design.

The Research on Column Piers Temperature Stress and the Development for Static Calculation Software;

Seismic responses of single-column pier considering the effects of hydrodynamic pressure;

Dynamic analysis of a single-column pier under ground motion and wave action;

The geometric nonlinear effect on the higher pile column bridge piers with varying sections is taken into account in the computational model, and it may be resolved by combinative method of the simple plane finite element computer program with the iteration.