摘要
对带钢筋混凝土斜支撑的四层方钢管混凝土框架进行静力弹塑性分析(Push-over分析),为该结构在八度和九度抗震设防烈度下的抗震设计提供了参考数据。
The Push-over analysis has been used on the four-story concrete-filled rectangular tubular frame-brace structure to study its seismic behaviors, the results may be referened for seismic design under the eight and nine earthquake intensity resistance.
出处
《山西建筑》
2006年第14期49-50,共2页
Shanxi Architecture
