上海市老新闸桥为钢桁架桥,桥长64。
The old Xinzha bridge in Shanghai City is a steel truss bridge, 64.
屋顶由预制钢桁架构成。
屋顶的结构是钢桁架。
木支柱垂直于横梁安置,将由钢桁架网格加强。
Wooden struts placed perpendicular to the beams will be strengthened by a network of steel trusses.
该设计可供以后公路、城市钢桁架桥设计参考。
The design can be referred for the design of the highway and urban steel truss bridges.
同时介绍了钢桁架结构的预处理和安全防护措施。
At the same time, the pretreatment of steel truss and the safety precautions were presented.
结合实际工程,建立大跨度钢桁架施工方案优选的模糊评判模型。
In light of the actual project, this article established fuzzy evaluation model of long-span steel truss construction scheme optimization.
带有钢桁架结构罩棚的体育场斜看台是一种比较典型的体育场结构。
The steep stadium with awning of steel truss structure is a typical structure.
在上世纪中叶我国修建的一些钢桁架桥,目前大多数桥梁仍在使用。
In last century 50s, our country have built many steel-truss Bridges and most of them have still been used.
根据钢桁架结构的工程特点,采用整体累积滑移技术进行钢桁架的安装。
Based on the characteristics of steel truss structure, integral accumulation sliding technology is adopted to finish the installation of steel truss.
对交错钢桁架结构的侧移分析,采用连续化的数学模型和侧向抗剪刚度法。
The analysis of sidesways of staggered steel truss structure is discussed. The mathematical model of an equivalent continum is proposed and solved by the lateral shear rigidity method.
最后综合本文研究内容,提出钢桁架混凝土叠合板在各阶段的设计及施工建议。
Finally, in summary of this paper, proposed the design and construction Suggestions about superimposed concrete slab with steel truss during different periods.
通过数值模拟得出了几点结论,对于钢桁架桥梁的抗震设计有一定的参考价值。
The conclusions obtained through numerical simulation have valuable reference to aseismic design of steel truss bridge.
本文阐述了采用钢桁架技术解决城市通信管道沿已建桥敷设跨河的方法和特点。
This paper has expounded the method and characteristics for laying city communication pipeline by the technique of steel truss, which is along the built bridge and striding over river.
本文针对空冷支架结构体系中典型的空间钢桁架节点进行了抗震性能试验研究。
In this paper, the seismic behavior of a typical joint in the air-cooled condenser structure system is researched.
因此,拱顶从内到外都用不锈钢包裹着,除湿空气将被灌入钢桁架,以防生锈。
So inside and out, the arch is covered in stainless steel, and dehumidified air will be circulated around the structure's steel trusses to prevent rust.
钢桁架拱桥以其造型美观、刚度大、跨越能力大等优点,近来被国外广泛采用。
Steel truss arch bridge with the advantage of its beautiful shape, stiffness, long spanning capacity etc.
大跨度穹顶建筑物多采用钢桁架体系,钢桁架的杆件一般采用圆钢管,弦杆为曲线。
The long span dome structure are mostly steel truss structure. The member of steel truss are almost round steel tube, and curve chord.
对于相对较小的荷载,可以找到立体钢桁架及立体预应力钢桁架的经济高跨比范围。
For the relatively smaller loads, the economical height-to-span ratio scopes of space steel trusses and space prestressed steel trusses can be found.
考虑到约束条件的模糊性,应用遗传算法和模糊集原理对钢桁架结构进行了优化分析。
This paper optimizes the steel truss structures by taking into account the fuzziness of constraints and employing GA and the fuzzy set theory.
为了对钢桁架结构的损伤情况进行比较准确的检测,应用了柔度曲率幅值突变系数法。
For precisely testing the damage of the steel truss, the method of the sudden change coefficient of the flexibility curvature was used.
屏幕上可以很简单:将墙壁是漆成白色,也可以是一个复杂的钢桁架结构,复杂的完成。
The screen can be as simple as a wall that is painted white, or it can be a complex steel truss structure with a complex finish.
大跨度钢桁架拱桥以其外形雄壮、跨越能力大、承载能力高等优点受到诸多设计者青睐。
Long-span steel truss arch bridge, with its majestic appearance, spanning capacity and carrying capacity of many advantages, is favored by many designers.
综合介绍了钢桁架拱桥适宜的几种施工方法,并对拱上吊机和缆索吊机的特点进行了比较。
Paper introduces several suitable construction methods of steel trussed arch Bridges and compares the different features between crane on the arch and cable crane.
通过对大量计算结果的研究,得出了几种跨度下立体钢桁架及立体预应力钢桁架的最优高度。
By study of large amount of computational results, the optimal heights of space steel trusses and space prestressed steel trusses of several spans are got.
钢桁架作为转换构件,需承托楼板、连接次梁等,造成其受力特点与常规桁架相比有所不同。
Steel truss has its own feature about bearing floor, connecting to junior beam, etc, which make it different from normal truss.
用系统层次分析法和灰色理论对大跨度钢桁架施工方案进行综合评价优选,为工程决策提供依据。
In this paper, the multi-level grey system theory is used to evaluate the construction project of long span steel truss to provide a basis for engineering decision-making.
四个悬浮体的悬挑结构由钢桁架实现,它们在水平方向上以Y或L形的姿态在大树之间自由伸展。
Four suspended volumes that were realized by steel trusses stretch themselves horizontally with "Y" or "L" shapes among the old trees.
本文根据分析结果拟合得到了适用于钢桁架或实腹钢梁与混凝土墙体之间连接约束弯矩的计算公式。
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.
弹塑性分析方面采用ABAQUS进行计算,对上部的空间钢桁架及其节点进行了ANSYS分析。
The elastoplastic analysis is finished with ABAQUS, the upside spatial steel truss and the node analysis is computed with ANSYS.
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