1) thick pile cap
厚承台
1.
Experimental research on punching and shearing bearing capacity of steel fiber reinforced concrete thick pile cap with two piles;
钢纤维混凝土二桩厚承台冲切、剪切承载力试验研究
2.
Based on the nonlinear FEM analysis of the thick pile cap, force transfer mechanism of it is studied in the paper.
文章基于对厚承台的非线性有限元分析结果,研究了厚承台的传力机理。
3.
The load transfer mechanism of space truss of the thick pile cap was verified by the finite element method and then the different levels of damaged cases and the undamaged case were simulated at the tension rods and the compression bars of the load transfer mechanism.
通过有限元计算证明了桩厚承台的空间桁架传力机理,对其桁架传力中的拉、压杆进行损伤模拟,分别得到不同损伤程度和未损伤工况下的模态参数,并用概率神经网络进行了损伤位置的识别。
2) thickness of the cushion
承台厚度
1.
Effects analysis of thickness of the cushion cap on base's load-carrying capability
承台厚度对桩基础受力的影响分析
3) thick pile cap
桩基厚承台
1.
The paper points out the ultimate load of concrete thick pile cap with truss model at its bottom is highest based on.
通过对4个底部配筋形式不同的桩基厚承台进行试验研究,表明底部钢筋按桁架模型配筋的桩基承台承载力最高。
2.
The effect of SFRC on mechanics behavior of thick pile caps has also been analyzed systematically.
基于钢纤维增强混凝土(SFRC)具有抗拉、抗剪性能和抗裂性能好等特点,将其应用于桩基厚承台中,能改善承台的受力性能,延缓承台开裂,提高承台的极限承载力,降低承台的厚度。
5) two-pile thick cap
两桩厚承台
1.
According to the mechanical properties and failure mode of two-pile thick caps,the principles of model building and method were discussed based on strut-and-tie model.
根据两桩厚承台的受力特点和破坏模式,以拉压杆模型为基础,探讨了模型建立的原则和方法,提出了两桩厚承台按拉压杆模型设计的方法并给出了相应的计算公式,选取6个两桩厚承台室内试验结果并分别采用各国规范设计方法及拉压杆模型设计方法进行比较验证。
补充资料：桩承台
简称承台，是组成桩基础的结构构件，在桩顶将桩群连接成整体，支承作用在桩基上的荷载并传递给桩和地基。桩承台的平面形状取决于桩的布置情况，通常做成矩形或条形。码头、桥梁等构筑物的桩基，桩顶往往高出地面或河底。这种桩称为高桩，其承台称为高桩承台。工业和其他民用建筑物的桩基，桩顶则往往低于地面，这种桩称为低桩，其承台称为低桩承台。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条