This paper use gery relational interval analysis to treat the test results, and gain asatisfied results. 本文尝试利用灰色关联度分析的方法对试验结果进行处理,并取得了满意的效果。
According to the available test results, the retrofitting scheme is recommended by adding a reinforced concrete slab atop the existing footings. 依据本文采用方法之评估及对试验结果之分析,发现纵向钢筋之数量及端部锚定形式,将会影响基础版之剪力强度。