On straight beam curved bridge with beam slab and the treatment of its pier top;

Dynamic analyses and experiment studies on the prestressed concrete continuous curved box-girders;

Influence of eccentric support on internal forces of 30° curved box-girder bridges with two spans;

In this paper,the problem of reaction and torsion of PC curved box-girder bridges was discussed with the space FEM(finite element method) which was used to construct the simulated model,Considering this structure and the factors such as temperature,vehicles etc.

Combined with practical work the characteristics of curved bridge are introduced.

According to engineering examples, this paper introduces the major problems currently existed in curved bridges such as pier shaft cracking on consolidated piers; bearing disjoint on the inner side of the beam; side shifting and revolving of the beam.

Cause and Countermeasures for girder deviation of curved girder bridge;

Therefore,it is often applied to the design of the wider,skew,curved girder bridges.

The treatments of preventing lateral displacement of curved girder bridges are proposed.

Temperature gradient of RC continuous curved box girder bridge;

Dynamic Bayes-CG estimation of displacement parameters of curved box girder bridge based on FCS theory;

The prestress steel cable’s linetype of curved box girder bridge is three dimensional curve,which makes curved girder bridge’s force-bearing capability more complicated.