Spokewise prestressed cable-truss structure is a new type of spatial structure.
轮辐式预应力索桁结构是一种新型空间结构。
The steep stadium with awning of steel truss structure is a typical structure.
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 internal ceilings are raked to express the 60 degree roof pitch and timber truss structure.
内部天花板倾斜，显现了60度的屋面坡度和木桁架结构。
Most cantilever Bridges have two arms of truss structure that meet or support a section between them.
大多数悬臂桥都有两个桁架臂用以对接或支撑两臂之间的桥段。
This article aims to study large deformation and internal force of elastic truss structure under load.
目的研究解决弹性杆件结构在载荷作用下产生大变形时内力和变形量的精确计算问题。
The structure of Rong-cheng stadium is large and complicated, and space-tube-truss structure was used in it.
荣成体育馆建筑造型复杂，体量较大，结构上采用了空间管桁架形式。
Active vibration control for space truss structure becomes recently the hotspot in field of vibration control.
空间桁架结构的振动主动控制目前已成为振动控制领域研究的热点。
As the paper's research object is truss structure, a simple life cycle optimization model for it is established.
由于本文的研究对象为桁架结构，因此建立了其优化设计的简单生命周期模型。
To get its seismic property of annular cable-truss structure without support, the time history analysis is completed.
对不加支撑的结构进行了三维地震作用下的非线性动力响应时程分析。
The Wuhu Changjiang Bridge is a railway highway combined bridge in which plate truss structure is first adopted in China.
芜湖长江大桥是国内首次采用板桁结构建造的一座公、铁两用桥梁。
The truss structure scheme choice, load analysis and mechanical analysis, joint analysis and implementation are introduced.
对该桁架结构的选型、荷载分析、力学分析、节点分析及工程实现等方面进行了分析。
The steel Roof of the Beijing Sport University Track and Field Training Center is a large-span spatial steel tube truss structure.
北京体育大学田径训练中心屋盖为大跨度空间钢管桁架结构。
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。
Finally, an example shows that the proposed method can solve the dynamic topology optimization problem of truss structure effectively.
最后给出了算例证明本文方法求解桁架结构动力拓扑优化问题的有效性。
Instead of tow-dimensional finite element mode, three-dimensional mode in truss structure is established based on the actual structure.
改变以往建立有限元模型时采用的二维建模方法，根据塔机实际结构建立三维空间桁架模型；
Based on a special method of Neural Networks, the finite element model about a larger complex space latticed truss structure was corrected.
依据神经网络的方法完成了对大跨度复杂体型网架结构有限元模型的修正。
The columns' buckling in the weak-bracing staggered truss structure is differing from that in frame structure, because of the trusses' bracing.
由于桁架的支撑作用，弱支撑交错桁架结构柱子的有侧移失稳与纯框架柱的有侧移失稳存在区别。
The model of structural fuzzy optimum design of space truss structure is established considering the fuzziness of constrained boundary condition.
考虑约束条件边界的模糊性，建立了平板网架结构模糊优化设计模型。
It has been successfully applied to solve the problems of truss structure system, axial vibration system, rotor system and plane beam system etc.
实现了对杆单元的轴向振动系统、析架系统，平面梁单元的转子系统等上述两类问题的求解。
On the base of above research, stochastic finite element method was adopted to attempt to analyse reliability of the piezoelectric truss structure.
在此基础上引入随机有限元法，对该桁架系统进行结构可靠性初探研究。
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。
Based on the characteristics of steel truss structure, integral accumulation sliding technology is adopted to finish the installation of steel truss.
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。
The design and research of key technical problems such as load, rigidity, welding and plate truss structure about this bridge are briefly introduced.
针对本桥设计和荷载、刚度、焊接及板桁结构等关键技术问题的研究论证作了简要介绍。
The steel roof of Fudan Zhengda Gymnasium, a kind of cable-truss structure, is a complicated (pressed) system made up of space truss, steel arc and cables.
复旦正大体育馆钢屋盖是由空间桁架、钢拱和索组成的受力比较复杂的索-桁架结构。
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，该方法能成功地诊断出结构单个或多个破损的位置。
For some ship -lifting machinery room, the scheme of integral truss structure and the controlling measures against earthquake and wind vibration are presented.
结合某升船机工程，提出了机房整体网络结构方案及其抗振与抗风控制措施。
Control experiments are conducted on a space truss structure to show that the presented method is very effective in damping vibration response of the structure.
通过一个空间桁架结构的振动阻尼控制实验，结果表明该控制方法是有效的。
ANSYS is used to make the modal analysis of a plane truss structure model, then APDL is used to compile procedures to calculate flexibility difference curvature.
作者利用ANSYS有限元分析软件对一个平面桁架模型进行了模态分析，并用APDL语言编制程序计算该结构的柔度差值曲率。
The characteristics of nonlinear equations for a deployable truss structure with clearances are analyzed, numerical solution method for such equations is studied.
针对带铰接间隙大型桁架式伸展机构的动力学方程，分析了方程的非线性特性，研究了其数值求解方法。
The characteristics of nonlinear equations for a deployable truss structure with clearances are analyzed, numerical solution method for such equations is studied.
针对带铰接间隙大型桁架式伸展机构的动力学方程，分析了方程的非线性特性，研究了其数值求解方法。
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