The present work focuses on the aerodynamic problems resulting from a high-speed train (HST) passing through a tunnel. Numerical simulations were employed to obtain the numerical results, and they were verified by a moving-model test. Two responses,
(coefficient of the peak-to-peak pressure of a single fluctuation) and
(pressure value of micro-pressure wave), were studied with regard to the three building parameters of the portal-hat buffer structure of the tunnel entrance and exit. The MOPSO (multi-objective particle swarm optimization) method was employed to solve the optimization problem in order to find the minimum
and
. Results showed that the effects of the three design parameters on
were not monotonous, and the influences of
(the oblique angle of the portal) and
(the height of the hat structure) were more significant than that of
(the angle between the vertical line of the portal and the hat). Monotonically decreasing responses were found in
for
and
. The Pareto front of
and
was obtained. The ideal single-objective optimums for each response located at the ends of the Pareto front had values of 1.0560 for
and 101.8 Pa for
.