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跨布置
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  span arrangement
     The SuTong cable-stayed bridge is the largest cable-stayed bridge in the world at present with a continuous span arrangement of(100+100+300+1088+300+100+100)m.
     苏通长江公路大桥主航道桥桥跨布置为100+100+300+1088+300+100+100m,为目前世界上最大跨径的斜拉桥。
短句来源
     In this paper, the design standards, bridge span arrangement, structural design and calculations of the Bridge are mainly dealt with.
     重点介绍该桥设计标准、桥跨布置以及结构设计和计算。
短句来源
     The key point of the article is at the span arrangement, and structural design and calculation of this bridge.
     该文重点介绍该桥桥跨布置以及结构设计和计算。
短句来源
     Riverbed Evolution at and Span Arrangement for Wuhan Tianxingzhou Bridge
     武汉天兴洲大桥河床演变及孔跨布置
短句来源
     In this paper,through the design of span arrangement for Nanjing Dashengguan Changjiang River Bridge on Beijing-Shanghai High Speed Railway and special study of the design alternatives of the jointless tracks for the Bridge,the results of the design and study indicate that the rational span arrangement for bridges to be laid with the jointless tracks can provide favorable force conditions for the tracks.
     通过京沪高速铁路南京大胜关长江大桥孔跨布置设计与该桥无缝线路设计方案专题研究,表明在无缝线路轨道下合理的桥梁孔跨布置,能提供无缝线路较好的轨道受力条件。
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  “跨布置”译为未确定词的双语例句
     Zhuzhou Shifeng Bridge is a reinforced concrete deck arch bridge with box rib and 11 spans. The bridge proper is made up of (3×70+3×94+5×70) m spans.
     株洲石峰大桥为 11孔上承式钢筋混凝土箱肋拱桥 ,主桥孔跨布置为 (3× 70 +3× 94 +5× 70 )m。
短句来源
     Through the comprehensive comparison of the technique and the economy, the bridge span is adopted to 1 X 32 m simple bearing bridge +(96+168 +96) m prestressed concrete continuous rigid frame bridge.
     经技术经济综合比较,桥跨布置采用1×32m简支梁+(96+168+96)m预应力混凝土连续刚构。
短句来源
     The auxiliary channel bridge of Humen Bridge is a presstressed concrete continuous rigid frame bridge with the main span (150+270+150) m,which was constructed by catilever casting.
     虎门大桥辅航道桥为预应力混凝土连续刚构桥,主桥桥跨布置为(150+270+150)m,采用悬臂灌注法施工。
短句来源
     A bridge with main spans (29+2×35+29) m and two separate singlecell single box girders on HankouShigang Highway is a reinforced concrete continuous skew girder bridge at an angle up to 41°.
     某桥为一座交角达41°的大斜度钢筋混凝土连续斜交梁桥,主桥孔跨布置为(29+2×35+29)m,断面为两独立的单箱单室。
短句来源
     The main bridge of Qi′ao Bridge is a prestressed concrete cable stayed bridge with two single column pylons and single cable plane. The arrangement of spans is (40.5+136+320+136+40.5)m.
     珠海淇澳大桥主桥为双塔独柱单索面预应力混凝土斜拉桥 ,桥跨布置为 (40 .5 + 136 + 32 0 + 136 + 40 .5 )m。
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  相似匹配句对
     Preliminary Study of Span Arrangement for Bridges to be Laid with Jointless Tracks
     浅谈无缝线路轨道的桥梁孔布置
短句来源
     THE KITCHEN DECISION
     厨房布置
短句来源
     Spatial Planning
     空间布置
短句来源
     RESEARCH ON SIMPLY SUPPORTED BEAMS WITH EQUAL SPAN ON HIGH SPEED RAILWAYS
     高速铁路简支梁桥等布置的理论研究
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     Cross-Cultural Comparative Research
     文化研究
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  span arrangement
In such cases, the cost of construction access can vary significantly dependent upon the span arrangement selected.
      
Once a span arrangement is determined and the framing geometry developed, preliminary pier costs can be estimated reasonably quickly.
      
Once a span arrangement has been selected, the girder web depth should be optimized.
      
Steel has the flexibility to be utilized for most any span arrangement.
      
Thus, shallower girders tend to be more appealing than deeper girders for the same span arrangement.
      
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A special form of framed-shear wall is encountered in high- risebuildings, i. e., a framed shear wall with the wall width less than the spanlength.In this paper the finite element method is used to analyze the influenceof shear wall width on load transfer path in the structure. In comparisonwith the case of full-span shear wall,it is found that the tie-bar archmechanism can not be formed. A full understanding of the load transfermechanism for such structures is reached. This will provide a reference basefor...

A special form of framed-shear wall is encountered in high- risebuildings, i. e., a framed shear wall with the wall width less than the spanlength.In this paper the finite element method is used to analyze the influenceof shear wall width on load transfer path in the structure. In comparisonwith the case of full-span shear wall,it is found that the tie-bar archmechanism can not be formed. A full understanding of the load transfermechanism for such structures is reached. This will provide a reference basefor design of the structures.

当前在高层建筑中常遇到框支不满跨剪力培这种结构布置形式。本文用弹性有限元法分析了剪力墙不满跨布置时的内力分布特点,并与满跨情况作对比,发现后者的拉力拱式传力模式在不满跨时已不能形成。通过分析各种宽度剪力墙情况获得此种结构的传力机理,为结构设计提供参考依据。

The auxiliary channel bridge of Humen Bridge is a presstressed concrete continuous rigid frame bridge with the main span (150+270+150) m,which was constructed by catilever casting.The construction technology of its superstructure is mainly introduced in the paper.

虎门大桥辅航道桥为预应力混凝土连续刚构桥,主桥桥跨布置为(150+270+150)m,采用悬臂灌注法施工。主要介绍其上部结构的施工工艺。

The main bridge of Qi′ao Bridge is a prestressed concrete cable stayed bridge with two single column pylons and single cable plane. The arrangement of spans is (40.5+136+320+136+40.5)m. This paper describes the construction technics of assembling the precast prestressed segmentals of the main girders as well as the method of installation of the stay cables.

珠海淇澳大桥主桥为双塔独柱单索面预应力混凝土斜拉桥 ,桥跨布置为 (40 .5 + 136 + 32 0 + 136 + 40 .5 )m。介绍其主梁预制悬臂拼装施工技术及斜拉索的安装方法。

 
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