• Beam-arch association Bridges have the advantages of beam bridge and arch bridge.

    梁拱组合体系桥梁兼具梁桥和拱桥的优点。

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  • When the pier is high, rigid-framed bridge can be simplified to continuous beam bridge.

    墩顶负弯矩主要来自于二期恒载和活载。当桥墩较高时,刚架桥可简化为连续梁桥计算。

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  • The simplest type of span is a beam bridge, consisting of a rigid beam between tow supports.

    最简单的桥梁是梁桥,由钢性梁和两端的两个支柱构成。

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  • This paper is a report on the field test of the earthquake response of a highway continuous beam bridge.

    本文系一座公路连续梁桥以抗震分析为目的的现场测试总结。

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  • In a certain range of span, the slab bridge without beam has more advantages than that of the beam bridge.

    在一定跨度范围内,与梁桥的相比,无梁板桥具有更多的优点。

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  • Small radius curve beam bridge with high piers is a spatial structure system with complex mechanical performance.

    高墩小半径曲线梁桥是具有复杂力学性能的空间结构体系。

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  • It transformed the mechanic problem from the continuous skew beam bridge into the continuous straight beam bridge.

    它把一个连续斜梁桥的力学问题转化为连续正梁桥的力学问题。

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  • The paper discussed proportion between side span and middle span in three spans prestressed continuous box beam bridge.

    本文对三跨预应力连续箱梁桥的边跨与中跨比例问题进行了初步的探讨。

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  • Bridge's metal structure from the main beam and side beams, divided into single-and dual-beam bridge girder bridge types.

    桥架的金属结构由主梁和端梁组成,分为单主梁桥架和双梁桥架两类。

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  • Then the gray system theory is applied in the construction control of long-span prestressed concrete continuous beam bridge.

    从而将灰色系统理论成功应用到大跨度预应力砼连续梁桥的施工控制中。

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  • The prestressed concrete beam bridge with corrugated web has greatly improved the traditional prestressed concrete beam bridge.

    波纹钢腹板预应力混凝土梁桥是对传统的预应力混凝土梁桥的一次重大改进。

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  • The anti-seismic of railway steel plant-beam bridge is controlled by using the method of consuming energy to weaken earthquake.

    介绍了用耗能减震的方法对铁路钢板梁桥进行抗震控制。

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  • Discussion has been made on landscape design for a simple supported beam bridge in Shanghai International Automobile Park Works.

    文章就上海国际汽车城汽车博览公园工程的一座简支梁桥,按照景观设计的思路作了一次探讨。

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  • The effect of different mathematical models on lateral vibration analysis of multi-span simple beam bridge is discussed in this paper.

    讨论了铁路多跨简支梁桥不同计算图式对横向振动分析结果的影响。

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  • These would provide experience and reference of cantilever pouring for over-water foundation and continuous beam bridge of large span.

    文中介绍的施工方法和施工工艺,对于水上基础的施工和大跨度刚构梁桥的悬灌施工提供了经验和借鉴。

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  • To enhance the aseismatic ability of simply supported beam bridge is an important content of earthquake prevention and disaster reduction.

    为提高某简支梁桥的抗震能力,采取适当的减震控制措施能够有效地减小桥梁的地震反应。

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  • With applications to a three-span continuous beam bridge, the comparative of some methods of mode shape expansion and updating is researched.

    针对某三跨连续梁桥,对几种振型扩展与修正的方法进行了比较研究。

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  • The seismic isolation design for the railway simple supported beam bridge according to the results calculated by design codes intends safety.

    梁体的峰值地震响应的规范计算值大都高于实际值,故按照规范值进行铁路简支梁桥的隔震设计偏于安全。

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  • To get an exact solution of the forced vibration of the beam bridge under the load of moving vehicles is difficult in the engineering design.

    桥梁在移动车辆荷载作用下的振动分析是工程设计中有待进一步解决的问题之一。

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  • The paper introduced the design and construction technology of strengthening some a box beam bridge by binding prestress system for reference.

    介绍了某箱梁桥采用有黏结预应力体系进行加固的设计与施工技术,为采用类似技术进行桥梁加固的设计和施工提供参考。

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  • Currently, our country's research in composite steel-concrete beam bridge is limited in these composite beam bridge which use ordinary materials.

    目前,我国对钢—混凝土组合梁桥的研究只局限在采用普通材料的钢—混凝土组合梁桥。

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  • The results show that the seismic response of curved beam bridge and the influence of curvature radius can be reduced by using lead rubber bearing.

    结果表明:铅芯橡胶支座不仅可以有效地降低曲线梁桥的地震响应,还有助于减少曲率半径对曲线梁桥地震响应的影响。

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  • A new way that both steel temporary bridge supported by the primary piers and the simple-supported beam bridge work together to bear the heavy loa.

    提出了一种利用原桥墩、台架设临时钢便桥与原桥组合受力共同承担大件通过的运输方案。

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  • A finite element model of the seamless turnout on simple supported beam bridge was established by regarding the turnout, beam and pier as one system.

    将道岔、梁和墩台视为一个系统,建立简支梁桥上无缝道岔的有限元模型。

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  • The calculation on relative parameters for strain-pull controlling of T-style beam bridge prestress, can provide reference for construction in future.

    对T型梁桥梁板预应力张拉控制相关参数的计算,可为今后的施工提供参考。

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  • The mode shape function of the pier was offered to study the dynamic deformation feature of the continuous beam bridge sited on the elastic foundation.

    为了研究弹性基础上连续梁的振动特性,提出了连续梁桥墩的振型函数表达式。

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  • Under the conditions of larger longitudinal and cross-fall of road line, the author describes the calculations about core slab and box beam bridge chock.

    阐述了在路线纵、横坡较大条件下空心板及箱梁桥楔块的设置与计算。

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  • In design and construction of composite arch and Beam bridge, it is very important to determine the boom tensile force when the bridge is almost completed.

    在拱梁组合桥梁设计和施工分析中,确定成桥状态时的吊杆张拉力非常关键。

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  • Take the curve negotiating vehicle and curve continuous beam bridge as two vibration subsystems connected by nonlinear contact force between wheel and track.

    将曲线通过车辆和曲线连续梁桥分为两个由非线性轮轨接触力联系的振动子系统。

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  • Take the curve negotiating vehicle and curve continuous beam bridge as two vibration subsystems connected by nonlinear contact force between wheel and track.

    将曲线通过车辆和曲线连续梁桥分为两个由非线性轮轨接触力联系的振动子系统。

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