可替换式偏心支撑钢框架抗震性能
李通,王新武,时强,布欣,孙海粟
Seismic performance of replaceable eccentrically braced steel frame
Tong LI,Xin-wu WANG,Qiang SHI,xin BU,Hai-su SUN
表 6
试件耗能梁转角与剪力测试结果
Tab.6
Test results of test specimens link's angle and shear
试件
${\gamma }_{{\rm{y}}}$
/rad
${\gamma }_{{\rm{u}}}$
/rad
${V}_{ {\rm{y} } }$
/kN
${V}_{{\rm{u}}}$
/kN
REBF-1
0.014 5
0.147
163.0
409.5
REBF-2
0.010 3
0.080
159.4
385.4
REBF-3
0.013 6
0.137
138.0
401.3
REBF-4
0.009 2
0.124
86.8
386.4