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  basic platform
     The author also gives reasonable design data for the width of baggage and mail tunnel,basic platform and intermediate platform.
     对行包和邮政地道、基本站台、中间站台宽度都提出了合理的设计数据。
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     Reinforces & Rectifies a deviation of the Basic website Rain shelter in Wen Zhou Train station
     温州火车站基本站台雨蓬加固与纠偏
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     Reinforces & Rectifies a deviation of the Basic website Rain shelter in Wen Zhou Train station
     温州火车站基本站台雨蓬加固与纠偏
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     (2)essential features;
     基本特征;
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     basic principles;
     基本原理 ;
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     The author also gives reasonable design data for the width of baggage and mail tunnel,basic platform and intermediate platform.
     对行包和邮政地道、基本站台、中间站台宽度都提出了合理的设计数据。
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  basic platform
A basic platform for numerical experiments and further development is provided, which allows implementation of new elements/error estimators and sensitivity analysis.
      
An air raid campaign using SEAD aircraft and bombers against an enemy target defended by air defense units is considered as the basic platform.
      
Advanced virtual services, and even some re-designing of the basic platform, will depend on this characterization.
      
A Visual Basic platform can then be used to develop the user interface, by providing a container for the ActiveX components.
      
An additional consideration is that discontinuation or modification of the basic platform assay may adversely affect the STARHS application.
      
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  main platform
We chose Linux as the main platform, however, almost every component can be used under various operating systems.
      
At this point we would like to define what the main platform will be.
      
GEANT4 was chosen as the main platform to simulate prompt gamma-ray imaging.
      
It consists of 3 electronic boxes located on the satellite main platform.
      
In this case we will use a modern personal computer running Windows XP as our main platform.
      
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In the design of large-sized passenger stations,the location should be near the center of a city, and space should be reserved for developing underground transportation. To build overhead waiting rooms and comprehensive service building is the direction for development.The author also gives reasonable design data for the width of baggage and mail tunnel,basic platform and intermediate platform.

设计大型客运站,站址宜尽量设在城市中心区,应预留发展地下交通条件,设置高架候车厅和综合服务楼是发展方向。对行包和邮政地道、基本站台、中间站台宽度都提出了合理的设计数据。

Research purposes: After research on the main body of no-platform-column canopies(the first in China) with large span and long-suspending-extending structure in Beijing railway station,the key problem in the period of canopy construction is solved,and the safety and credibility of main body of canopies are guaranteed.Research methods:The optional computing data of structure is made certain by colligating analysis on the project and integrating the result researched by the others of this subject in China.3D3S...

Research purposes: After research on the main body of no-platform-column canopies(the first in China) with large span and long-suspending-extending structure in Beijing railway station,the key problem in the period of canopy construction is solved,and the safety and credibility of main body of canopies are guaranteed.Research methods:The optional computing data of structure is made certain by colligating analysis on the project and integrating the result researched by the others of this subject in China.3D3S software which is steel structural calculating system is used by calculating and checking.Research conclusions:Under the complicated existing condition in the station,the section size of supporting columns and the structure height being limited,the columns are located among the tracks for the first time and some innovated design and technology are adopted,such as large span over-passing two platforms,long-suspending-extending(structure) and so on.Thus,it is realized that there are no columns on all platforms.This research resolved many(difficulties) in engineering process.On the other hand,it is(indicated) that large span and steel structure is the same with construction of(no-platform-column) canopies.

研究目的:通过对北京站无站台柱雨棚主体大跨度长悬挑桁架结构的设计研究,解决该项目实施过程中的关键问题,保证全国第一个无站台柱雨棚主体结构的安全可靠。研究方法:通过对项目进行综合分析,结合国内外本学科的研究结论,确定结构的多项计算参数。采用空间钢结构软件3D3S对结构进行计算和校核。研究结论:在北京站既有复杂站场条件和柱子截面尺寸受到限制、结构高度上下均受到制约的情况下,首次将雨棚柱设置在线路中间,采用双站台跨越大跨度及长悬挑结构等多项创新设计,实现了包括基本站台在内的所有站台无柱。该项研究解决了主体钢桁架在项目实施过程中的诸多难点,同时也表明大跨度钢结构适用于国内无柱雨棚建设。

 
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