1、

Combining with the university gymnasium, the deformation of large-span steel tube arch truss during construction is monitored and systematically analysed in this paper.

本文结合某大学体育馆大跨钢管拱桁架结构施工,对其变形进行了监测及系统分析。

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2、

The Maximum displacement of nodes increases slowly with earthquake peak acceleration increasing, and the steel arch truss under the earthquake occurs strength failure finally. 2.

研究所得结论主要有以下几点:1、钢管拱桁架在地震作用下,最大节点位移随着地震加速度峰值增大缓慢增加,最终结构发生强度破坏。

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3、

Finally, the reason and type of deformation in building are explained; and the monitoring method, deformation results of large-span steel tube arch truss during construction are analyzed.

最后,本文阐述了建筑物产生变形的原因和类型,对体育馆大跨度钢管拱桁架结构施工过程中变形监测方法、变形结果进行分析。

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4、

The structure of the middle load and concrete-filled steel tube ( CFST) "Fly-bird-type" arch bridges, with flexible tied bar, uses tie bar to balance the arch structure horizontal thrust.

飞燕式钢管混凝土拱桥为中承式柔性系杆拱结构,通过张拉柔性系杆来平衡拱结构的水平力。

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5、

Prestressing Construction of Pipe Arch with Bar Composite Bridge

浅谈钢管拱系杆组合桥预应力施工工艺

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6、

The bridge is a concrete-filled steel tubular arch bridge with tied bar.

该桥为钢管混凝土系杆拱桥,拱脚产生的水平推力均由相应的系杆抵抗。

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7、

Design ing axil strength of FW FRP pipe

缠绕玻璃钢管道轴向强度设计

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8、

The progress of the backing weld technology for stainless steel tubes is reviewed.

综述了不锈钢管打底焊接技术的进展,指出了各种方法的特点及应用场合.

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9、

Described in the article is the hotgauging inspection of large diameter hot rolled steel tubes.

介绍了大直径热轧钢管测径仪的热标定方法.

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10、

Elastoplastic Finite Element Analysis for Steel-tubed Concrete Column

钢管混凝土柱的弹塑性有限元分析

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11、
12、

The steel pipe concrete arched bridge is gradually popular in China because of its type and mature technique.

钢管混凝土拱桥桥型美观、技术相对成熟,然而该类桥梁构件种类较多,施工复杂。

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13、

The role of adiabatic shear bands within fragments of tubular steel ballistically loaded by explosive is investigated.

研究钢管在爆炸加载条件下绝热剪切带的作用。

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14、

The Role and Microstructure of Adiabatic Shear Band on a Steel Tube Ballistically Loaded by Explosive

钢管爆炸条件下绝热剪切带的作用和精细结构

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15、

The perforation process of tube extrusion is simulated by finite element software.

利用有限元软件模拟钢管挤压穿孔过程.

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16、

As a whole, the researches to CFST bridges are the first stage.

总体说来, 对钢管砼的研究还处于初级阶段,有待于进一步深入的研究.

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17、

The Effect of Coating on Blowholes in Centrifugal Cast Alloy Steel Pipe

涂料对离心铸造合金钢管气孔的影响

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18、

Earthquake Resistant Behavior Analysis for Large-Span Concrete Filled Steel-Tube Braced Arch Bridge

大跨钢管混凝土桁式拱桥抗震性能分析

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19、

Computer Aided Design of Arch Axis of Steel Tubed Concrete Arch Bridge

钢管混凝土拱桥拱轴线的计算机辅助设计

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20、

A temporary anticorrosive coating technique to steel pipes is introduced.

介绍了一种临时性钢管涂敷工艺。

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