FAILURE MODE AND CONSTITUTIVE MODEL OF PLAIN HIGH-STRENGTH HIGH-PERFORMANCE CONCRETE UNDER BIAXIAL COMPRESSION AFTER EXPOSURE TO HIGH TEMPERATURES
HIGH TEMPERATURES、BIAXIAL COMPRESSION、compressive strength、high temperatures、constitutive relationship、deformation behavior、compressive loading、biaxial compression、theoretical model、experimental data、strength of、peak stress
21
P7 ;TU3
2008-09-01(万方平台首次上网日期,不代表论文的发表时间)
共11页
149-159