This paper states the computation method of arch bridge with a slope, some closed solutions of the parabolic fixity arch with variable cross section to unit live horizontal load are presented, and the basis for design and calculation of arch bridge on slope is provided.

Analysis on dynamic characteristics and train running performance of cable-stayed arch bridge;

Internal force calculation of parabolic inclined slab arch bridge;

One real skew arch bridge is investigated using the finite element program ANSYS so as to study the generic phenomenon of bridge damage,especially the regular cracks.

The influence to stress of skew arch bridge was studied by changing the abutment torsional stiffness and width-span ratio.