Inclined strip model validation for partially restrained steel frame with RC infill walls

被引：0
|
作者：
Sun, Guohua [1 ,2 ]
Gu, Qiang [1 ,2 ]
Li, Dong [1 ]
He, Ruoquan [2 ]
机构：
[1] College of Civil Engineering, Hohai University, Nanjing 210098, China
[2] Jiangsu Key Laboratory of Structure Engineering, Suzhou University of Science and Technology, Suzhou 215011, China
来源：
Jianzhu Jiegou Xuebao/Journal of Building Structures | 2013年 / 34卷 / SUPPL.1期
关键词：
Steel construction - Reinforced concrete - Stiffness - Hysteresis;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The simplified inclined strip model for analyzing the hysteretic behavior of partially restrained steel frame with reinforced concrete walls (PSRCW) was validated by experimental results. A total of seven one-bay, two-story test specimens of one-third scale were simulated based on inclined strip model. The hysteretic behavior, lateral stiffness, the distribution of lateral load and overturning moment were analyzed. The results show that the simulated results agree well with the experimental ones, and the global mechanical behavior of PSRCW can be analyzed through simplified inclined strip model.
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页码：200 / 207
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