The Liulin Bridge, which locates in Tianjin across the Haihe River with a main span of 100m, is a beautiful bridge with a careful design of aesthetics. However, the bridge is highlighted on seismic evaluation because of the complicated structural system. This paper firstly presents the general information of the bridge structuresystem. Then earthquake evaluation based on response spectrum method and time history analysis is provided. The results show that the bridge is of capability against the presented intensity of ground motion.....
RAR
