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truss arch bridge
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  “truss arch bridge”译为未确定词的双语例句
     Study of Influences of Pile-Soil-Structure Interaction on Seismic Response of Long Span Continuous Rigid-Frame and Steel Truss Arch Bridge
     桩-土-结构相互作用对大跨度连续刚架钢桁拱桥地震响应影响研究
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     By example of Changxin Bridge Project in Changchun City,the paper introduces the overall design,structure design and construction schemes of reinforced concrete truss arch bridge,and puts forward solving measures for major technical problems in design and construction.
     通过长春市长新桥的工程实例,介绍了桁架式钢筋混凝土拱桥的总体设计、结构计算以及施工方案,并对设计和施工中的重点技术问题提出解决措施。
短句来源
     Nonlinear analysis of large span CFST truss arch bridge
     大跨度钢管混凝土桁式拱桥结构非线性分析
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     The main span of the bridge is a type of 180m truss arch bridge,with full-length 251m, and the side span is a rigid frame with spans of 18m,14m and 13m, whose construction lasted two years.
     大桥全长251m,主跨为180m的桁式拱桥,边跨为18m和14m、13m的刚构,施工经历了两年的时间。
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     It is found in the study that different foundation soils have considerable influences on the internal forces and displacement of the arch ribs and V-shape rigid frames of the long span continuous rigid-frame and steel truss arch bridge under different seismic time-history excitations.
     研究表明在各种地震时程激励下,不同地基土对大跨度连续刚架钢桁拱桥拱肋以及V形刚架的内力和位移影响很大。
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     Construction of curvature-adjustable arch truss
     吴家嘴大桥可调曲率桁式拱架施工设计
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     ON FUNCTIONAL MECHANISM OF TRUSS ARCH STRUCTURE
     桁架拱若干工作机理的探讨
短句来源
     Design of Steel Truss Rigid Arch Bridge
     钢桁架刚性拱桥的设计
短句来源
     Simplified Computation of RC Truss Arch Bridge
     钢筋混凝土桁架拱桥的简化计算
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     Design of Large-Span Arch Truss Steel Bridge
     海港大跨度拱桁式钢引桥的设计
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Simplified computation of truss arch bridge is mainly simplified computation of influence line of level force. Approximate computational formula for influence line of level force has been derived in this article. According to this formula the table for computation has been given. It provides consultation for the workers engaging in engineering design. This article also introduces briefly the simplified computational method for other members of truss arch.

桁架拱桥的简化计算主要是水平推力影响线的简化计算,本文推导出水平推力影响线的近似计算公式、列出数值用表,供从事工程设计的同志查用。本文也简要地介绍了桁架拱桥其它一些杆件的简化计算方法。

Under the presupposition of stable abutment, this paper deals with trussed-arch bridge in which dynamic properties, coupling of vibration types, support conditions as well as vertical component in the analysis of seismic response are fully discussed. Comparisons are also made between static and dynamic analysis in order to study the vibration resistance of single span reinforced concrete trussed arch bridge. Finally, attention should be paid to the problems closely related to this category...

Under the presupposition of stable abutment, this paper deals with trussed-arch bridge in which dynamic properties, coupling of vibration types, support conditions as well as vertical component in the analysis of seismic response are fully discussed. Comparisons are also made between static and dynamic analysis in order to study the vibration resistance of single span reinforced concrete trussed arch bridge. Finally, attention should be paid to the problems closely related to this category of arch bridge in earthquake design.

本文在假定桥台稳定的前提下,考虑桁架拱桥的动力特性、振型遇合、支承条件以及地震反应分析中的竖向分量的影响,对其进行静力和动力的分析比较,讨论单跨钢筋混凝土桁架拱桥的抗震性能,进而提出在设计中应予重视的一些问题。

In this paper,based on the structural features of trussed arch bridges,a new simple way derived from structural orthotropic plate theory is presented for the calculation of the transverse distribution of loads and the space analysis in trussed arch bridges.Then a plexiglass model and a trussed arch bridge with a span of 50m is evaluated,the results from the method suggested here are in good conformity with test data.This method can also be used for other structural analysis of beams and plates...

In this paper,based on the structural features of trussed arch bridges,a new simple way derived from structural orthotropic plate theory is presented for the calculation of the transverse distribution of loads and the space analysis in trussed arch bridges.Then a plexiglass model and a trussed arch bridge with a span of 50m is evaluated,the results from the method suggested here are in good conformity with test data.This method can also be used for other structural analysis of beams and plates with elastic supports in both ends.

本文针对桁架拱桥的特点,提出了一种用正交构造异性板埋论,推证出计算其荷载横向分布及内力的简易方法,经模型试验和某实桥的实测资料验证,结果吻合较好。本方法还可应用于两端边弹性支承的空间梁板结构分析。

 
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