在铁路桥梁中，连续桁架桥得到了越来越广泛的采用。
The continuous truss bridge has been more and more widely adopted in railway Bridges.
本文提出用切断法解连续桁架的方法，并认为这一逐次渐近解法是解算连续桁架的计算方法中最简单的一种方法。
A method to analyse continuous trusses using cutting method is suggested in this paper, and it is recommended as the simplest method for calculation of continuous trusses.
推导了考虑水平和垂直位移时空腹桁架连续代入法的计算公式。
The calculation formulas of successive approximations method of the Vierendeel truss are derived by considering horizontal and vertical displacement.
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.
本文采用了连续梁、简支梁、固端梁、悬臂梁、桁架等的单点损伤识别，简支梁的多点损伤识别。
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.
对承受局部火灾的半连续框架、多高层及大跨拱形桁架采用了基于性能的分析方法。
Performance based assessments are carried out on semi - continuous frames, multi - story structure and large- span arched frame exposed to localized fire.
对于高烈度地震区大跨桥梁的设计推荐了一种全新的桥式方案——空腹式箱梁连续刚构，该结构是钢管桁架和预应力混凝土板的组合结构。
The author recommends a brand new long-span bridge structure in high intensity earthquake areas—consecutive box girder rigid frame bridge with hollow abdomen.
主站房采用巨型空间桁架结构体系，主站房屋盖南北连续主跨280米，最大跨距81米，创造出体现结构力学之美的轻盈屋盖，充满动感和未来感。
The roof of mainstationroom spans 280 meters from south to north and the maximum outreach is 81 meters by using giant space truss work system.
主站房采用巨型空间桁架结构体系，主站房屋盖南北连续主跨280米，最大跨距81米，创造出体现结构力学之美的轻盈屋盖，充满动感和未来感。
The roof of mainstationroom spans 280 meters from south to north and the maximum outreach is 81 meters by using giant space truss work system.
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