Based on a piled wharf under the horizontal load,we apply the probabilistic limit state design method to obtain the statistical parameters of load effects variables,study the resistance of structural and distribution of statistical parameters;ascertain the failure criterion,and establish the structural response model by ANSYS PDS with a wharf case.The analysis results show that the impact energy and the impact force fit the extreme type I distribution best,and the bending failure and displacement criterion are leading controls.Taking a terminal project for example,we establish the structural response model and PDS module of ANSYS finite element.The Monte Carlo method is used during reliability analysis.The sampling results of a total of 100 000 times of samples show that the failure probability of the terminal under ship impact force is 2.073 05 × 10-3,and the reliable indicator is 3.76,which meet the secondary standard specifications.