利用施工仿真分析，能够作为设计和施工的主要依据，提供非常直观的可视化结果，在桥梁结构工程中具有实际意义。
Simulation analysis provides accurate and visible results that can be referred to in practical designing and construction, so it's valuable in bridge structure engineering.
通过理论分析及数值计算，首先对框架结构施工仿真分析的几种常用计算模型进行了比较及分析，指出各自的特点及存在的问题。
Through theoretical analysis and numerical calculation, comparison and analysis is carried out of the models often used with the frame structure on construction emulation analysis.
通过仿真分析，可以对施工机械的机型、数量以及作业参数作出最佳选择，并且预测出施工的最短工期和最低施工费用。
By simulating analysis, the optimal parameters, Numbers and type of construction machinery can be obtained, and the smallest cost and shortest period of construction projects can be predicted.
以此算法为基础，基于MSTCAD平台，采用面向对象编程技术编制了空间结构施工过程仿真分析的程序模块。
Based on this method and adopts object-oriented programming technique, an emulator program module for construction process analysis of space structure is developed on the platform of MSTCAD.
并通过施工总进度分析与优化、主要业务流程仿真运行改进，验证了该方法的可行性及实效性。
And the progress of construction through analysis and optimization, simulation run major business process improvement, test the feasibility of the method and effectiveness.
基于施工力学的分析方法，建立了地下洞室分期开挖仿真计算的有限元列式。
Based on analytical method of construction mechanics, the simulative computational FEM formulations about multi-stage excavation of underground chamber are prescribed.
基于施工力学的分析方法，建立了地下隧洞分期开挖、适时支护仿真计算的有限元列式。
Based on analytical method of construction mechanics, the simulative computational FEM formulations about multi-stage excavation of underground tunnel and timely shoring are prescribed.
基于交通仿真模型平台，以定量的交通分析为依据，探讨区域大规模道路施工交通组织、优化的方法；
This study discusses the traffic organization and optimization for road construction in large scale, based on traffic simulation model and quantitative traffic analysis;
通过对三峡大坝混凝土施工系统分析，建立了相应的仿真系统模型，给出了仿真软件的系统设计思想及功能框架。
This paper sets up the model of the simulation via the analysis of the system of the Three Gorges concrete dam construction, and gives the ideas of system design and the simulation_software structure.
对大量仿真计算结果进行统计分析，可以得到总工期及关键路线的概率分布结果，为施工管理提供更多的信息。
After enough turns of simulation, the distribution of the total work period can be determined, at the same time the critical path can be found in the probability concept.
通过对虚拟仿真技术的概念及高校新校区建筑施工的特点的阐述，就虚拟仿真技术在新校区建筑施工中的应用进行了探索分析。
The concept of virtual simulation technology and new campus construction features are described, the application of the virtual simulation technology in the new campus construction is explored.
最后根据仿真分析的结果，并考虑了施工中的标高补偿之后，确定了符合实际施工情况的构件预抛高值。
According to the results of the simulation analysis and considering the compensation of construction elevation, the value of member flip-height is finally determined.
结合某水电站导流隧洞的工程实例，进行了施工、运行和封堵全过程仿真分析。
Then, in accordance with the practice of a diversion tunnel for a certain hydropower station, the whole procedure consisting of construction, operation and plugging has been analyzed.
运用仿真分析程序，本研究对伸臂桁架终拧固结对巨型桁架-核心筒结构施工过程中竖向变形差异的调节作用进行了深入研究。
By taking the advantage of the simulation analysis the author studied on how the outrigger fixation time effects the vertical deformation difference.
采用直接耦合分析方法，对近邻桥基进行降水施工时的动态降水过程进行三维仿真模拟。
Based on the direct coupling analysis method, spatial responses of bridge foundations during precipitation and the dynamic changes of groundwater table are simulated.
利用施工期的现场监测资料，应用非线性粘弹性有限元仿真分析，对茅坪溪土石坝进行了安全复核。
The safety of the Maopingxi rockfill dam was checked by monitoring data in the stage of construction. The nonlinear visco-elasto FEM analysis on the dam was carried out.
分析了大直径空心桩的施工特点，利用MARC软件，对大直径空心桩这一新型基础进行了数值仿真。
Construction technique of large diameter hollow pile was analyzed. Through the MARC program, large diameter hollow pile was analyzed with simulation method.
利用ABAQUS提供的用户材料子程序UMAT的二次开发平台开发土石料的沈珠江双屈服面模型，并以一面板堆石坝为例，结合ABAQUS的“单元增加/去除”技术进行了坝体施工和水库蓄水的仿真分析。
The user material subroutine UMAT provided by the general software ABAQUS was used for programming for Shenzhujiang s double-yield surface model of earth rockfill materials.
提出了结合柔性网络计划技术的进度分析与优化方法，包括工期分析及资源优化，在此基础上提出了基于可视化动态仿真的施工进度实时管理与控制方法；
The methodology of visual dynamic simulation for construction schedule is presented in this thesis, visualization of founding model, calculating and result of schedule simulation is realization;
提出了结合柔性网络计划技术的进度分析与优化方法，包括工期分析及资源优化，在此基础上提出了基于可视化动态仿真的施工进度实时管理与控制方法；
The methodology of visual dynamic simulation for construction schedule is presented in this thesis, visualization of founding model, calculating and result of schedule simulation is realization;
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