分析结果表明，开裂是由于设计方法不当，钢筋配置。
Analysis results show due to improper design method and short of steel bars induced cracks.
计算结果表明，裂缝是由于结构未配置温度钢筋，由寒潮作用引起的。
The numerical results show that the cracks are caused by cold wave by lack of temperature reinforcements in the structure.
成功的关键因素：之间的关系变化，释放和配置需求继续强劲及钢筋。
Critical Success Factor: The relationship between Change, Release and Config needs to be strong and reinforced.
试验结果表明，混凝土承台中配置抗拔钢筋的试件与未配置抗拔钢筋的试件相比其锚固承载力和延性显著提高。
Test results revealed that the ultimate loads and the ductility of the specimen with anti-punching shear bar is higher than that of the corresponding specimen.
钢筋混凝土受扭构件的构造配筋，是配置相当于受扭最小配筋率的钢筋用量并需符合构造要求的最低配筋设计方法。
The constructional reinforcement for rc members under torsion is the minimum ratio and needs to satisfy with the construction demand.
对配置横向剪力钢筋的压型钢板-轻骨料混凝土组合楼板的抗滑移性能进行了研究。
The link of steel sheeting with concrete in a composite deck slab relies on vertical wave troughs and indentations.
对配置横向剪力钢筋的压型钢板-轻骨料混凝土组合楼板的抗滑移性能进行了研究。
The link of steel sheeting with concrete in a composite deck slab relies on vertical wave troughs and indentations.
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