7Ehm C,Schneider U. The high temperature behavior of concrete under biaxial conditions[J].Cement and Concrete Research,1985.27-34. 被引量:1
8Nechnech W,Meftah F,Reynouard J M. An elasticplastic damage model for plain concrete subject to high temperatures[J].Engineering Structures,2002.597-611. 被引量:1
9Khoury G A. Strain of concrete during first cooling from 6000C under load[J].Magazine of Concrete Research,1985,(133):195-215. 被引量:1
10Thienel K C H,Rostasy F S. Strength of concrete subjected to high temperature and biaxial stress:Experiments and modeling[J].Materials and Structures,1995.575-581. 被引量:1