• It gave a research result on the manufacture technology of arch tube truss, and put forward firstly the instability hoisting technology of single truss.

    探索圆拱形桁架分段制作、现场拼接技术首次开发了榀桁架稳定性吊装技术。

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  • The results of the simulation indicate that using the method of the sudden change coefficient of flexibility curvature, the single or multi damage of the steel truss were tested more precisely.

    数值模拟结果表明度曲率幅值突变系数可以对桁架结构单个多个结构同时出现的情况进行比较准确的判定。

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  • It includes the single site damage detection of continuous beam, simple support beam, fixed end beam, overhanging beam, truss, and the multipoint damage detection of simple support beam.

    本文采用连续简支梁梁、悬臂梁、桁架损伤识别,简支梁多点损伤识别。

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  • Based on analysis results, a formula for the calculation of restraining moment of single-plate connection between steel truss (steel girder) and RC wall is derived.

    本文根据分析结果拟合得到了适用于钢桁架或实腹钢梁混凝土墙体之间连接约束弯矩计算公式

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  • An example of a timber roof truss having a single post is given in FIG. 11, which illustrates an isometric view of a common form of roof construction.

    11为带立柱木屋桁架示例。展示一个普通屋顶结构的轴侧图。

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  • Experimental research shows that the proposed method can be successfully used to localize single or multiple damages on the three dimension truss structure.

    空间桁架结构破损诊断的实验研究表明方法成功地诊断出结构单个多个破损位置。

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  • The single-chorded plane space truss have the low flexural rigidity out of plane because of lacking bottom chord.

    单弦杆平板网架由于无下弦杆,因而具有平面外抗弯刚度特点。

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  • The welded truss was extended at the front and sides to three vertical shock struts with single wheels, the nose unit having levered suspension.

    桁架焊接前面三个垂直冲击支柱双方延长鼻子单位杠杆停牌。

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  • Abstract: Shanghai MinPu two bridge for single tower and double cable plane steel truss cable-stayed bridge of the composite beams.

    摘要上海闵浦双索面钢板组合梁斜拉桥

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  • The stiff skeleton is a steel truss structure, which turns into a single cell and single box section of the main arch structure by filling and outsourcing concrete after swivel construction.

    劲性骨架钢管桁架结构转体施工之后通过内填外包混凝土构成箱形截面结构。

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  • Using finite element method, this paper investigates the static behavior of cylindrical orthogonal single-layer lattice shell structures supported by fringe truss.

    本文利用空间杆系有限元,对采用桁架支撑单层柱面正交异型网进行内力分析

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  • Using finite element method, this paper investigates the static behavior of cylindrical orthogonal single-layer lattice shell structures supported by fringe truss.

    本文利用空间杆系有限元,对采用桁架支撑单层柱面正交异型网进行内力分析

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