This paper adopted option game method to explore the construction cost of two - stage concession term decision model of infrastructure BOT project and concession term decision.
本文采用期权博弈方法就二阶段基础设施BOT项目的建设成本和特许权期的决策问题进行了研究。
For the construction process of twice prestressed continuous beam, the stress analysis and deformation analysis method during construction stage is provided in this paper.
根据二次预应力连续梁的施工过程，提出了施工阶段的应力和变形分析方法。
Three dimension finite element method is used to calculate the stress state of the cantilever during each construction stage.
因此对桥悬臂施工过程进行了三维有限元计算，分析了各个施工阶段的应力状态。
Based on these problems, this paper expounds the construction stage of cost control method.
针对于这些问题，阐述了施工阶段成本控制的方法。
The spatial steel frame bearing construction loads and directly hanging formwork must be calculated by two stage design method recommended in this paper.
当需要采用空间钢构架承受施工荷载、直接悬挂模板时，应按本文建议的施工和使用两个受力阶段进行设计计算。
This paper combines somewhere valuation quota of ultrahigh construction and specific examples, expounds the processing method of short term from the bidding stage and construction stage.
结合某地计价定额对超高施工的规定和具体实例，从招标阶段和施工阶段分别阐述超高施工增加缺项问题的处理方法，供计价人员在工程计量计价实务中参考。
The engineering example proves that the parameter identification method will make the computer model accordant to the practice structure, and better control to construction stage will be achieved.
实例证明采用该方法进行参数识别可以使计算模型基本上与实际结构相一致，在此基础上可以实现时施工状态进行更好的控制。
The method is combined with the practice closely and with high precision and fast speed, which can be used in the prediction of soil and water loss of different project in construction stage.
该方法可操作性强，与实际结合密切，快速、精确度高，适用于各类开发建设项目施工阶段水土流失量的预测。
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 tunnel and timely shoring 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。
An all-stage self adaptive geometry control method was used in the construction process.
几何控制法存在众多优点，在斜拉桥施工控制中应用越来越广泛。
This paper introduces the topology construction and operation principle of single-stage photovoltaic system, mainly illuminates the basic principle of MPPT realized by conductance increment method.
本文介绍了单极式光伏系统的拓扑结构和实现最大功率的工作原理，阐述了电导增量法实现MPPT的基本思想。
This paper introduces the topology construction and operation principle of single-stage photovoltaic system, mainly illuminates the basic principle of MPPT realized by conductance increment method.
本文介绍了单极式光伏系统的拓扑结构和实现最大功率的工作原理，阐述了电导增量法实现MPPT的基本思想。
应用推荐