摘要
从理论角度系统地研究了不同再生粗骨料取代率对钢骨再生混凝土柱受力性能的影响,并且与试验结果进行对比论证,结果表明不同粗骨料取代率对钢骨再生混凝土柱大偏心受压性能的影响,具有较明显的规律性。
From the theoretic aspects, the paper has the systematic research on the influence of replacement ratio of various recycled course aggregate on the stressed performance of steel reinforced concrete column, has the comparison and indication of the experimental results, and coneludes that the influence of replacement ratio of various recycled course aggregate on the stressed performance of steel reinforced concrete column has obvious regulation.
出处
《山西建筑》
2010年第34期64-65,共2页
Shanxi Architecture
关键词
再生混凝土
钢骨再生混凝土柱
有限元
recycled concrete, steel reinforced recycled concrete column, finite elementary
