Abstract:The evaluation and analysis method of bridge seismic strengthening design of American standard is discussed in detail. Two quantitative preliminary evaluation methods, the index method and the damage assessment method, are proposed. The index method can quantitatively evaluate the urgency of the existing bridges, which is convenient for relevant departments to formulate a priority list of maintenance of existing bridges in the region. The damage assessment method has established the vulnerability curve to evaluate the direct cost of seismic reinforcement of bridges, and evaluate the rationality of seismic reinforcement of existing bridges in combination with indirect costs. Through the conversion of the design response spectrum of the Chinese and American seismic specification, both methods can be used as a reference for necessity and rationality for the bridge seismic reinforcement. Finally, combined with the examples, the index method and the damage assessment method are used for specific analysis and application, which has positive significance for the rapid seismic assessment of a large number of old bridges in China.