cap of reinforced concrete column 钢筋混凝土柱帽
concrete e cap 混凝土柱帽
bottom concrete of cap 承台封底混凝土
large concrete pier cap 大体积混凝土承台
It is concluded that reasonable result can be obtained using cap model for concrete.
选用混凝土的帽形材料模型得到结果略低于经验公式的结果。
Besides, the mechanics performance of steel fiber reinforced concrete five-piles cap has been studied in this paper.
另外，还对钢纤维混凝土五桩承台的受力机理进行研究。
According to the test of 9 specimens, a failure model and load transfer mechanism of steel-fiber reinforced concrete (SFRC) thick pile cap with three piles is analysed.
根据9个试件的试验结果，分析了钢纤维混凝土三桩厚承台的破坏模式与传力机理。
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