进行了多种冰荷载工况和地震工况的数值模拟。
Finally, the simulation analysis under several representative load case of ice and earthquake affairs is performed.
你可以考虑荷载工况或动态计算的影响对于使用玻璃作为防坠落保护。
You can consider load cases or dynamically calculated impacts for the use of glass as fall protection.
对于平面不规则或考虑温度荷载工况的结构，刚性楼板假定会产生较大误差。
The structure with anomalous plane or calculating temperature load will bring large error when the rigid-floor hypothesis is adopted.
对结构模型的选取、荷载工况的组合和单层索网的预应力张拉设计进行了深入研究。
The analysis model choosing, load combination, prestress construction design of cable net are thoroughly analyzed.
完成了三个最不利荷载工况下的模型试验，并对试验结果和理论结果进行了对比分析。
Model test was completed under three worst-cases of load. The results of test were compared with the theoretical values.
在此基础上，还对该拱桥的横撑布置、荷载工况、吊杆和拱肋刚度等影响因素展开讨论与研究。
On the basis, the influence of different factors such as the arrangement of the wind bracings, loading situations, suspender, the rigidity of the arch ribs is discussed.
分3个阶段10种荷载工况进行模型的力学性能试验，研究简支下承式钢桁结合梁桥的受力性能。
The mechanical property test of the model covering 3 stages under 10 load conditions is carried out to study the loading property of through truss composite beam with simple support.
通过对一钢结构住宅建筑方案实例的空间分析，说明了错列桁架结构体系在各种荷载工况下的受力特性。
This paper illuminates the mechanical performance of staggered truss system under various load cases according to the analysis of a steel structure house.
本方法只需要取得不同荷载工况下若干点的的挠度值，就可以利用有限元程序对拱桥的承载力作出评定。
This method only needs several workings deflections. And then we can assess the bearing capacity of arch bridge on the basis of the finite element program.
在全桥有限元分析的基础上，对实桥拱墩连接处完成了三种最不利荷载工况下局部精细的空间有限元分析。
Based on the finite element analysis of the bridge, a refine local space finite element analysis of the bridge was completed under three worst-cases of load.
根据不同荷载工况，进行加筋地基的非线性静力分析，绘制相应于各级荷载下的竖向沉降、等效应力等图形。
According to different load levels, the curves of settlement and equivalent stress distribution are drawn through nonlinear static analysis of reinforced foundation.
给定拱轴的石拱桥，对应于每个荷载工况，拱圈有一个最小极限厚度。如果拱圈厚度等于或小于这个极限，石拱将出现三个以上的铰而破坏。
For a stone arch bridge with a given arch centre line and a given loading condition, there exists a minimum thickness limit for the arch ring.
在前述方法的基础上，提出了拱桥承载力的评定方法，即先利用单荷载工况建立基于挠度残差值的目标函数，修正模型的弹性模量和几何参数。
At first it sets up objective function on the basis of the deflection difference of the single working and updates the elastic modulus and geometric parameter of the model.
介绍了该桥模型试验的目的、模型设计原则、测试工况、加载方案以及应变和变形测点布置情况等，给出了几个主要荷载工况下模型试验的主要结果。
The testing purpose, model design principle, testing case, loading program, strain and arrangement of deformation test point of the special-shaped arch bridge test model are introduced in detail.
介绍了该桥模型试验的目的、模型设计原则、测试工况、加载方案以及应变和变形测点布置情况等，给出了几个主要荷载工况下模型试验的主要结果。
Testing purpose, model design principle, testing case, loading program, strain and deformation test point arrangement of the first Zhongshan Bridge test model are introduced in detail.
运用桥梁博士软件对龙华特大桥进行理论分析，合理的确定试验控制荷载和加载工况。
Through the theoretical analysis of Longhua super bridge by Dr. Bridge software, and the reasonable control load and load condition were made sure.
按照实际施工过程，考虑最不利计算荷载，根据平截面假定，分别对钢梁单独受力和钢-混凝土组合梁两种工况进行计算。
Following the process of construction, considering the worst loads, according to the assumption of plane section, the steel girder alone and the composite girder are computed respectively.
研究碾压混凝土重力拱坝在不同的荷载组合工况下的应力分布状态和分布特征以及最大应力出现的位置和应力控制的标准。
It researches the stress condition, stress distribution, location of maximum stress and stress control criteria of RCC gravity-arch dam under different load combinations.
与现有的方法相比，该方法能够取得较好的结果，即使群桩之间被夸大的效应减小了，桩顶荷载的分布更趋于实际工况。
Compared with the existing methods, the proposed method could obtain more reasonable results which could decrease pile group effect and render a distribution of pile head load agreeable to the fact.
采用ANSYS软件，对结构在各主要荷载组合工况下的结构受力进行了分析，结果表明，结构受力合理，构件强度满足要求。
The chord and web members are all seamless steel tube. The ANSYS software is used to analyze the structure bearing capcity under main load combinations.
通过门样机施加等效风压荷载和人群挤压荷载，模拟门受荷载作用下的不利工况。
To simulate the vulnerable working conditions of APG under the applied load, place the substituted load equal to the wind load and the crowd extrusion load on the prototype of APG.
上海虹桥火车站是大型“站桥合一”的综合性火车站建筑，建筑体型巨大，荷载作用工况复杂。
Shanghai Hongqiao Railway station is a large-scale, comprehensive "station and bridge into one" building, whose loads are very complex.
文中拚弃现有工况组合的概念，给出荷载线性规划模型的理论与方法。
Despite of the traditional idea of "Specified Load Case Combination", this paper illustrates the principles and…
文中拚弃现有工况组合的概念，给出荷载线性规划模型的理论与方法。
Despite of the traditional idea of "Specified Load Case Combination", this paper illustrates the principles and…
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