Simulation of the Structural State of Prestressed Concrete Bridge after Fire
Against the background of a prestressed concrete bridge undergoes fire, the structural properties of the bridge for time being was simulated and analyzed by the GQJS software. The structural parameters were modified according to damage condition of the bridge. The methods will be a valuable reference to analyze similar bridges undergo fire.
Chaohe Chen, Yong Huang and Guangfan Li
Y. H. Chen et al., "Simulation of the Structural State of Prestressed Concrete Bridge after Fire", Advanced Materials Research, Vols. 243-249, pp. 1842-1847, 2011