Space tube truss structure is a current structure type at present, its nodes are crossing connected by several steel tubes in different directions.
空间管桁结构是目前流行的结构形式，其节点由多根不同方向的钢管相贯连接。
Different node form, the connection of web to truss chords and connection of truss chords to frame column are discussed.
不同的桁架节点形式，分析了桁架腹杆两端与弦杆的连接和弦杆与柱连接形式对结构受力性能的影响。
The three dimensions FEM is used to investigate the displacement and forces of staggered truss with different foundation in elastoplastic ground under horizontal and vertical loads.
利用三维有限元计算弹塑性地基中不同基础在水平力与竖向力作用下交错桁架体系的变形与内力。
The purpose of analyzing the force bearing of various structure systems of the plate and truss structures is to design specifically for different structures according to the features of force bearing.
对板桁结构的各结构体系受力分析的目的是为了在设计过程中能根据各体系的受力特点，对不同的构件进行有针对性的设计。
It has been shown that there was a great influence of the different behaviour effect on the bearing capacity of the truss structure.
证明材料的拉压性能不同对桁架结构承载能力的影响是很明显的。
In order to evaluate the truss design and construction quality correctly, the deflection calculation methods using three different datum selections are introduced.
基准选取对网架结构挠度计算影响很大，为了更好的评价网架的设计及施工质量，本文介绍三种不同基准选取方法计算检测挠度。
The influence of different floor hypotheses on the stress of truss chords and the reinforcing bars was compared.
分析比较了不同楼板假定对桁架弦杆的受力和配筋影响。
Finally, in summary of this paper, proposed the design and construction Suggestions about superimposed concrete slab with steel truss during different periods.
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。
The attempt to reproduce them in different proportions and using different materials can be seen in the plaster truss at the entrance that evokes the coffered portico in Via Roma.
建筑师对原有建筑做了不同比例的翻建。可以看出，门廊处的石膏桁架上采用了不同的材料，唤起对古罗马遗风的格子壁纸的怀念。
The stress principle of beam is analysed by the method of truss analogue, and different principle of different reinforcement forms has been explored.
运用桁架比拟理论对缺口梁端部的受力模型进行了分析，探索了不同方式加固效果存在差异的原理。
Steel truss has its own feature about bearing floor, connecting to junior beam, etc, which make it different from normal truss.
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。
The joint of the truss is complex, and some suitable practices which are different from traditional construction have been proposed.
桁架节点复杂，设计中提出了有别于常规做法的适用节点构造。
While the stiffness of truss stories is huge, and it has great effect on reducing the different vertical deformation of peripheral mega-column and core-wall.
结构中刚度很大的桁架层对减小巨型柱与核心筒之间的竖向变形差作用显著。
While the stiffness of truss stories is huge, and it has great effect on reducing the different vertical deformation of peripheral mega-column and core-wall.
结构中刚度很大的桁架层对减小巨型柱与核心筒之间的竖向变形差作用显著。
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