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1)  plate-truss composite beam
板桁结合梁
1.
Study on 3D-ANSYS modeling technique for large span cable-stayed bridge with a plate-truss composite beam;
板桁结合梁斜拉桥3D-ANSYS建模技术研究
2)  plate and truss composite bridges
板桁结合梁桥
1.
Study on mechanical behavior and the calculation method of plate and truss composite bridges;
介绍了新型桥型—板桁结合梁桥的应用及此桥型的受力特点,并阐述了国内学者对这种桥型的研究进展,最后指出了板桁桥今后需要研究和解决的问题,为该桥型的推广应用提供了理论依据。
3)  concrete steel truss composite girder
桁梁结合梁
1.
Through numerical method,uplift force of the headed stud in concrete steel truss composite girder was analyzed under various conditions for the reference in designing.
借助于数值分析的方法,分析研究了我国某座正在建造中的公铁两用大桥所采用的桁梁结合梁的栓钉在三种不同荷载工况:顺桥方向不均匀竖载;轴力;横桥方向不均匀竖载和不同栓钉布置方案下所受的上拔力的数值。
4)  through plate-truss composite beam
下承式板桁结合梁
1.
To know the force-bearing properties of this structure, a through plate-truss composite beam model with four spaces is designed and made according to a through plate-truss composite beam in simple suppurations on Beijing-Shanghai high-speed railway.
为了了解下承式板桁结合梁的受力性能,根据京沪高速铁路上的1座简支下承式板桁结合梁桥,设计制作了1个4节间下承式板桁结合梁模型,并分3个阶段10种荷载工况进行了模型试验,对主桁和纵梁的挠度,横梁的竖向、水平位移,纵、横梁、主桁各杆的应力,混凝土板上的应力、裂缝分布及宽度进行了分析,研究了混凝土板与主桁结点是否直接相连以及制动撑对结构的影响。
5)  plate-truss composite structures
板桁组合梁
6)  steel truss composite girder
钢桁结合梁
1.
According to the deformation compatibility con di tions of bottom chord bar and bridge floor system the axial force ratio formula between longitudinal girder in the first system of steel truss composite girder and bottom chord bar is derived.
根据下弦杆和桥面系的变形协调条件 ,推导了钢桁结合梁第一系统纵梁轴力与下弦杆轴力比值的公式。
补充资料:一桁
1.犹言一挂。 2.谓一行﹐一列。
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