The results show that outer side of the slab at bending transition zone and inner side of the slab at straightening zone have maximum equivalent stress.
结果表明弯曲过渡段外弧前部和矫直段内弧后部等效应力值在各自区域内最大。
The calculation of plan location of pre-cast hollow slab beams on transition curve of small radius;
根据线路中线的特点，介绍了线路平面缓和曲线和线路中线在曲线地段侧移的计算和处理方法。
The calculation of plan location of pre-cast hollow slab beams on transition curve of small radius;
根据线路中线的特点，介绍了线路平面缓和曲线和线路中线在曲线地段侧移的计算和处理方法。
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