In this paper, finite element method models using ANSYS program are developed to simulate the nonlinear properties of RC bridge pier strengthened with externally bonded CFRP sheets, which subjected to lateral cyclic load.

Main reason and control measure for railway piers running sand of passenger dedicated line;

Soundness Evaluation and Experiment Method Studies on Existing Railway Piers (Abstract of the Ph. D. Dissertation);

Properties of protection engineering against local scouring around piers;

Effect of the stiffness of high rigid frame piers on structural response;

The artificial neural network method used to calculate the depth of local scour of the expending base piers in the boulder riverbed;

Hydraulic experimental study of piers for middle route scheme of South-to-North Water Transfer Project;

Seismic response of bridge piers with the pile foundation considering soil-structure dynamic interaction;

Study on the influences of various seismic waves on response of bridge pier;

Stochastic earthquake response analysis of bridge piers with pile foundation in the permafrost regions;

Approximate algorithm of compound fundamental frequencies of tapered bridge piers;

The scour and Its simulation hear Bridge piers in the River with Fine and more Sediment;

Formed scaffolds are lifted continually step by step to pour concrete resulting in making high pier formed.

By the introduction to embedded reinforcement slag pressure welding to high pier,the paper discussed its wide prospects.

It is presented in this paper a suitable calculation model and methods of analysis of a high pier bridge with supports of rubber plate and with multible simple supports and a continue deck(pavement).