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南京奥林匹克体育中心
相关语句
  nanjing olympic sports center
     Nanjing Olympic Sports Center Overall Planning
     南京奥林匹克体育中心总体规划设计
短句来源
     The subject studied is a 1:20 reduced scale model of Nanjing Olympic Sports Center’s Main Stadium.
     本文以南京奥林匹克体育中心主体育场1/20整体钢屋盖模型为研究对象,从多个方面去研究斜交拱支网壳结构整体协同工作性能。
短句来源
     With the project main palaestra roof structure of Nanjing Olympic sports center, theoretical analysis and experimental research of temperature action is discussed in this paper.
     本文结合南京奥林匹克体育中心主体育场屋盖结构实际工程,对温度作用进行理论计算和模型试验研究,以期为工程设计提供依据。
短句来源
  “南京奥林匹克体育中心”译为未确定词的双语例句
     Pre-stressed construction of Nanjing Olympic center large flat roof
     南京奥林匹克体育中心大平台预应力施工实践
短句来源
     The roof structure system of Nanjing olympic main stadium is very complex, and difficult to construct. In this article,author introduces the difficulties and technology measures adopted in this project.
     南京奥林匹克体育中心主体育场屋盖结构体系十分复杂,施工难度极大,本文重点介绍了该工程难点与技术措施。
短句来源
     Based on research on crack control of the large platform of Nanjing Olympic Center,experiments on elastic modulus,shrinkage,creep of C40 shrinkage compensation concrete were comducted and some conclusions were achieved from results of these long-term tests.
     结合南京奥林匹克体育中心大平台裂缝控制的设计及研究工作,进行了补偿收缩C40混凝土的弹性模量、收缩及徐变试验。
短句来源
     Najing Olympic Sports Center lies on the new urban district at west side of the river in Nanjing. It mainl includes stadium (containing warm-up arena), gymnasium natatorium, tennis center, press center with auxiliary projec of traffic engineering, landscape engineering and energ resources center, etc.
     南京奥林匹克体育中心位于南京市河西新城区,主要包括体育场(含热身场)、体育馆、游泳馆、网球中心、新闻中心以及交通工程景观工程、能源中心等配套工程。
短句来源
     The proposed method is applied in the numerical simulation of random wind load on Nanjing Olympic Stadium. The results verify the effectiveness and efficiency of the simulation method.
     将该数值模拟技术应用于南京奥林匹克体育中心体育场的随机风荷载模拟,计算结果表明了该方法的有效性。
短句来源
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  相似匹配句对
     Shenyang Olympic Sports Centre
     沈阳奥林匹克体育中心
短句来源
     Nanjing Olympic Sports Center Overall Planning
     南京奥林匹克体育中心总体规划设计
短句来源
     Olympic Complex, Montreal,Canada.1976
     蒙特利尔奥林匹克体育中心加拿大
短句来源
     Olympic Complex, Munich, West Germany. 1971
     慕尼黑奥林匹克体育中心西德
短句来源
     Pre-stressed construction of Nanjing Olympic center large flat roof
     南京奥林匹克体育中心大平台预应力施工实践
短句来源
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The roof structure system of Nanjing olympic main stadium is very complex, and difficult to construct.In this article,author introduces the difficulties and technology measures adopted in this project.

南京奥林匹克体育中心主体育场屋盖结构体系十分复杂,施工难度极大,本文重点介绍了该工程难点与技术措施。

The two 396 meters long prestressed concrete underground girders are set below the two 360 meters span steel arches in the main palaestra of Nanjing Olympic Center. The construction difficulties in paving strands and prestressed tension for super-long presstressed underground girder have been solved through the construction calculation and a series of technique measures. With the help of information survey, the prestressed construction of the underground girders has been completed successfully and the construction...

The two 396 meters long prestressed concrete underground girders are set below the two 360 meters span steel arches in the main palaestra of Nanjing Olympic Center. The construction difficulties in paving strands and prestressed tension for super-long presstressed underground girder have been solved through the construction calculation and a series of technique measures. With the help of information survey, the prestressed construction of the underground girders has been completed successfully and the construction experience of super-long prestressed underground girder has been acquired.

南京奥林匹克体育中心主体育场跨度360m的两条钢拱下设有长396m的预应力混凝土地梁,通过施工计算并采取一系列技术措施,解决超长预应力地梁铺束和张拉的施工难点,在信息化监测手段的辅助下,顺利完成地梁预应力施工,取得了施工超长预应力地梁的成功经验。

Based on research on crack control of the large platform of Nanjing Olympic Center,experiments on elastic modulus,shrinkage,creep of C40 shrinkage compensation concrete were comducted and some conclusions were achieved from results of these long-term tests.Aiming at control of crack of this structure,it was put forward that design of concrete structures with large longitudinal length should be integrated with actural material characteristics and construction process to realize a dynamic design.

结合南京奥林匹克体育中心大平台裂缝控制的设计及研究工作,进行了补偿收缩C40混凝土的弹性模量、收缩及徐变试验。对长期试验的结果分析得到一些结论,针对超长预应力混凝土结构设计中的裂缝控制提出应结合混凝土的材料性能及实际施工过程,实现动态设计的建议。

 
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