The experiment and analysis results show that frame model with truss transfer storey has partial bending shear deformation.
试验和分析结果表明：带桁架转换层框架呈局部弯剪型的变形特性。
Once again, such as the kinematic model of the pole pieces of the elastic deformation also exists, and ignores the deformation of the truss will also have some error.
再次，如运动学模型中的杆件的弹性变形也是存在的，忽略了这些杆系的变形也会有一定的误差。
Through building optimum model of truss Bridges, utilizing structural analysis methods and combining examples of optimum algorithms, the dynamic design of wide span truss Bridges is discussed.
通过建立斜拉桥优化模型，运用结构分析方法，结合优化算法计算实例，对大跨度斜拉桥的动力优化设计进行了初步的探讨和研究。
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.
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 finite element analysis model of truss structures was established.
建立了桁架结构的有限元分析模型。
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。
Finally, a novel spatial truss mechanism model for the beam-wider-than-wall joint is put forward.
最后还提出了梁筋直锚型节点受力的空间桁架模型。
The analytical method of softened truss model theory is proved feasible by comparing the experimental data with calculated carrying capacity.
将计算得出的抗剪承载力和试验数据进行对比，证明了软化桁架模型的分析方法是可行的。
Analyze truss antenna framework structure with finite element method and establish sub-model to compute the stress distribution of the speecial part.
应用有限元方法对桁架式天线骨架结构进行分析，在关注区域建立了模型计算准确的应力分布。
The topology optimal model of truss structures with the constraints of displacement and systematic reliability under multiple load cases is constructed.
建立了多工况下具有位移和体系可靠性约束的桁架结构拓扑优化设计数学模型。
The authors also introduce a spatial truss model for pile-mat foundation analysis, which may light up a new research on pile-mat foundation.
重点探讨了桩筏基础空间桁架理论模型，为进一步研究明确了思路。
According to feature of bolted and welded steel truss beam, the reasonable model simplified and calculating method is presented.
根据栓焊钢桁梁的结构特点，提出结构模型的简化计算图式的处理方法。
Based on this engineering application background, a new element is proposed in domestic studies. The new element is equivalent truss model.
正是基于此工程应用背景，国内的研究提出了一种新的单元—等效桁架模型。
This paper describes two types of softened-truss model, depending on the assumption for the Angle of concrete strutS.
本文叙述了两种软化桁架模型，它们的区别是对混凝土压杆角度的假定不同。
For composite staggered truss structures, the truss was simplified as two stories with lateral bracing spring model.
对于混合式交错桁架结构的稳定性，考虑了桁架层侧移刚度简化成两层带侧向弹簧的计算模型。
Based on the softened truss model for reinforced concrete, a simplified calculation method is proposed to simulate the whole loading process of high strength reinforced concrete panels in this paper.
在钢筋混凝土转动角软化桁架模型的基础上，推导出从应力到应变的简化计算方法来模拟高强钢筋混凝土墙板受力全过程。
The study indicates that the transfer mechanism conforms to the space truss model.
研究发现厚承台的传力机理符合空间桁架模型理论。
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。
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。
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。
A kind of finite segment element model for analysis of shear lag effect in plate and truss composite girder is proposed. The model avoids certain deficiencies in conventional calculations.
提出一种板桁结合梁剪滞效应分析的有限段单元模型，避免了常规计算方法中的某些不足。
The study shows that transfer mechanism conforms to the space truss model.
研究发现厚承台的传力机理符合空间桁架模型理论。
In light of the actual project, this article established fuzzy evaluation model of long-span steel truss construction scheme optimization.
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。
The objective is to compare the results obtained from analyses which model the structure as a truss (i. e. , with friction-less pinned joints), with experiment.
实验目的是比较实验所得数据与从结构的桁架模型（即认为结点是铰结点）中分析得出的结果。
The space truss model theory argues that the stress flow transfers along with the truss composed of piles and column.
空间桁架模型理论认为，承台内部力流是沿桩柱间的空间桁架传递的。
Based on the experiments of G550 cold-formed thin-walled steel roof truss structures, an analysis model considering geometry and material non-linearity is established using general FEM software ANSYS.
基于已完成的G550冷弯薄壁型钢屋架结构承载力试验，采用通用有限元软件ANSYS，建立考虑材料和几何非线性的分析模型。
Principal similarity coefficients of the test model are calculated to sufficient for similarity requirement of resisting to lateral stiffness. The steel truss was made of red copper in the model.
模拟地震振动台试验中，模型设计按主要满足抗侧刚度相似要求确定相似关系，模型制作采用紫铜代替钢完成钢桁架的制作。
A method of adaptive LMS filter is presented in this paper to identify the model and inverse model of the hexahedral unit of flexible truss.
介绍了用自适应LMS滤波器离线辨识六面体单元柔性结构模型和逆模型的方法。
The equations of the model is able to be the foundation of the mechanism analysis of truss support and the calculation method of parameters selected for a truss.
由该简化计算模型推导的公式可作为锚拉支架支护机理分析的基础和参数设计的计算方法。
The equations of the model is able to be the foundation of the mechanism analysis of truss support and the calculation method of parameters selected for a truss.
由该简化计算模型推导的公式可作为锚拉支架支护机理分析的基础和参数设计的计算方法。
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