With the rapid economic development and advanced the reform and opening up program, the traffic volume of GuangXi Province has increased rapidly. It's accelerated the damage of the bridges . More and more bridges must be increased the technique grades . For resuming the carrying capacity , extending the service life and upgrading the technique grade , it's necessary to repair and rehabilitate the existence bridges which has been damaged seriously or can't adapt the traffic development.The typical diseases , modeling technologies and strengthening methods are researched for the double-curved arch bridges. Combining with the strengthening project ShuiWen Bridge of GuangXi Province , firstly , the finite element model has been build up and the theoretic bridge capacity has been analyzed which used actual survey data . Secondly , by the results of the static-dynamic load testing , update the finite element model and evaluate bearing capacity of the exisent bridge .Thirdly, according to mechanical behaviors of the existed bridges , the box-arch transforming program is adopted . The strengthen method is designed with adopting the arch axis pressure lines and transforming the arch ring to box-arch . Finally, With the stress superposition theory, the paper also analyzes the stress states of main arch ring during the whole construction and operation . At the same time , it analyzes the bridge capacity based on the code .
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