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disk canopy structure
相关语句
  光盘结构
     The disk canopy structure in Zhongguancun software plaza is composed of a huge double steel disk canopy structure suspended by four cantalever columns.
     中关村软件园光盘结构由四根悬臂柱悬吊巨型双层钢结构盘面组成。
短句来源
  结构盘面组成
     The disk canopy structure in Zhongguancun software plaza is composed of a huge double steel disk canopy structure suspended by four cantalever columns.
     中关村软件园光盘结构由四根悬臂柱悬吊巨型双层钢结构盘面组成
短句来源
  “disk canopy structure”译为未确定词的双语例句
     Outline Design of Disk Canopy Structure in Zhongguancun Software Plaza
     北京中关村软件园“光盘”结构设计
短句来源
     Structural Analysis of Disk Canopy Structure in Zhongguancun Software Plaza
     北京中关村软件园“光盘”结构分析
短句来源
     Wind Tunnel Test on Disk Canopy Structure in Zhongguancun Software Plaza
     北京中关村软件广场“光盘”风洞试验研究
短句来源
  相似匹配句对
     Outline Design of Disk Canopy Structure in Zhongguancun Software Plaza
     北京中关村软件园“光盘”结构设计
短句来源
     Structural Analysis of Disk Canopy Structure in Zhongguancun Software Plaza
     北京中关村软件园“光盘”结构分析
短句来源
     On ITS Structure
     论ITS的结构体系
短句来源
     The structure of C.
     剖析C.
短句来源
     Structure of Protosolar Accretion Disk
     原太阳吸积盘的结构
短句来源
查询“disk canopy structure”译词为用户自定义的双语例句

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The spatial inclined tension cable,suspended cable are concentrated in disk canopy structure of Zhongguancun software plaza.In the outline design stage,the integral estimation calculation of the structure is necessary to determine the disk surface style of the structure,the mount of tension and the radial cable and the initial prestress,the section of the columns and the inclination angle.Based on the loads of the structure and the outline design,the bearing capacity of the structure...

The spatial inclined tension cable,suspended cable are concentrated in disk canopy structure of Zhongguancun software plaza.In the outline design stage,the integral estimation calculation of the structure is necessary to determine the disk surface style of the structure,the mount of tension and the radial cable and the initial prestress,the section of the columns and the inclination angle.Based on the loads of the structure and the outline design,the bearing capacity of the structure can be analyzed for the structural design.

中关村软件园光盘结构集空间斜拉索、悬索于一体,受力十分复杂。在初步设计阶段,首先对结构体系进行宏观估算,确定合适的盘面结构形式和内外斜拉索、径向悬索数目与初始预应力,选择合适的柱截面形式和倾角等。进而根据设计荷载情况确定悬索间支撑数目和结构体系的受力,并初步确定基础的设计情况。

The disk canopy structure in Zhongguancun software plaza is composed of a huge double steel disk canopy structure suspended by four cantalever columns.The software ANSYS is used to calculate the bearing and deformation characters of the structure under 88 load combinations.The static calculation results show that the itnernal force and deformation of the members meet the design requirement.It is found that the first vibration mode is vertical by the dynamic analysis and the structural response...

The disk canopy structure in Zhongguancun software plaza is composed of a huge double steel disk canopy structure suspended by four cantalever columns.The software ANSYS is used to calculate the bearing and deformation characters of the structure under 88 load combinations.The static calculation results show that the itnernal force and deformation of the members meet the design requirement.It is found that the first vibration mode is vertical by the dynamic analysis and the structural response are in the allowable range of the code,which shows that the structure system is reasonable.

中关村软件园光盘结构由四根悬臂柱悬吊巨型双层钢结构盘面组成。采用ANSYS有限元计算软件,分析了88种不同荷载组合下结构的主要受力和变形特性,结构的静力计算结果表明,结构各构件的受力和变形均满足设计控制目标要求。通过动力分析可以发现,结构的第一振型为竖向振动,动力分析结果也满足抗震要求,说明结构形式是合理可行的。

The appearance of disk canopy structure in Zhongguancun software plaza is unusual,and the structure is sensitive to the wind load.The wind load is not given in the design code.With the rigidity compression test model,the wind tunnel tests are conducted on the single disk canopy system and the combination system of disk camopy system and the around buildings.The wind load characters are discussed based on the height conversion coefficient and structural shape coefficient.The results...

The appearance of disk canopy structure in Zhongguancun software plaza is unusual,and the structure is sensitive to the wind load.The wind load is not given in the design code.With the rigidity compression test model,the wind tunnel tests are conducted on the single disk canopy system and the combination system of disk camopy system and the around buildings.The wind load characters are discussed based on the height conversion coefficient and structural shape coefficient.The results show that the actual load distribution should be considered in design,and ntegral structure analysis related to the multi wind direction angles is necessary.

北京中关村软件园“光盘”结构造型独特,对风荷载比较敏感,规范没有给出其设计风荷载取值。采用刚性测压模型对单独的“光盘”体及“光盘”与周围建筑的组合体进行了风洞试验,考虑高度换算系数和体型系数,对“光盘”结构的风荷载特性进行了探讨,结果表明,在结构设计中应该充分考虑风荷载的实际分布,应对多种风向角对应的风荷载分别进行整体结构分析。

 
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