Crack control optimization of basement concrete structures using the Mask-RCNN and temperature effect analysis.

It can’t be seen in Figure 6 that with the increase of temperature in different experiments, the maximum stress of the structure presents a decreasing trend, please check it. 8. “Page 7” “Figure 9” It is suggested that a graphical note be given in Figure 9 to indicate which experiment 1 to 5 are respectively. 9. “Page 7” “Figure 10” The description of Figure 10(a) is missing from this paper, please add it. 10. “Page 7” “References” Although more than 30 literatures are reviewed in this paper, most of them are from the past three years.

also in 47,180 other papers

The influence of distinct wall lengths on temperature-induced stress is depicted in Fig 12 : In Fig 12 , the numerical values of intermediate temperature stress fluctuate under different wall lengths but do not exhibit a clear trend.

also in 19,460 other papers