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slab bridge相关的网络例句

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Base on summarizing the development state of assembly skew hollow slab bridge, the research content of this dissertation has been determined. Taking Tuan Shan River Bridge, in Hubei province, China, as an example, the finite element method of space slab shell programmed in Ansys Parameter Design Language is adopted to analyze the elastic properties. By calculating the internal force influence surface of assembly skew hollow slab bridge, the internal force-controlling section is attained.

本文在对装配式斜交空心板桥的发展现状进行了详尽的综述后,确定了本文的研究内容,以团山河大桥为工程背景,采用ANSYS提供的参数化语言APDL,用空间板壳有限元法,对装配式斜交空心板桥弹性阶段的受力特性进行全面分析,计算了装配式斜交空心板桥的内力影响面,得到内力控制截面。

The loading program, by which the load can be directly applied to the internal force influence surface, is generated and used to get the result of loading on the influence surface. Through comparing the result of loading on the internal force influence surface of assembly skew hollow slab bridge with the one of the perpendicular bridge, the reduction factor method is offered and its corresponding reduction factor can be obtained.

编制了内力影响面加载程序实现对内力影响面的直接加载;在此基础上,通过参数分析,对比装配式正交空心板桥和斜交空心板桥内力影响面加载的结果,提出斜交空心板桥设计计算的折减系数法,并给出相应的折减系数。

Based on it, the research content of this dissertation has been determined. Tuan Shan River Bridge is selected as an example and APDL is used to analyze the elastic properties. After calculating the internal force influence surface of assembly skew hollow slab bridge, the internal force-controlling section is attained; the transverse distribution of internal force is studied and the transverse distribution coefficient is parametric analyzed. Based on the results, relation formula of transverse distribution coefficient between skew and perpendicular bridges are fitted. Practical calculation method for the internal force calculation of assembly skew hollow slab bridge is offered. Some conclusions are drawn from comparing and analysing the internal force, bearing reaction and deformation of both assembly and monolithic skew slab bridges.

本文对装配式斜交空心板桥的发展现状进行了综述,从此出发,确定了本文的研究内容,以团山河大桥为工程背景,采用ANSYS 提供的参数化语言APDL,对装配式斜交空心板桥弹性特性进行全面分析,计算了装配式斜交空心板桥的内力影响面,得到内力控制截面;同时计算了内力的横向分布影响线和横向分布系数,并对内力横向分布系数进行了参数分析;基于参数分析的结果,拟合了装配式斜交空心板桥与对应正交桥内力横向分布系数的关系式,为装配式斜交空心板桥的内力计算提供了实用计算方法;对比分析了装配式斜板桥与整体式斜板桥的内力、支座反力以及变形特点,得出了一些有益结论。

5Study on vehicle-bridge coupled vibration program of multi-beams bridgeThe vehicle-bridge coupled vibration equation is detruded on the base of three axisvehicle,and the vehicle-bridge coupled vibration program is established with iteration method,which is used for analyzing the dynamic response of the assembly slab bridge.

5板桥车-桥耦合振动程序研究以三轴车辆为例建立车-桥耦合振动方程,采用分离迭代法,编制了板桥车-桥耦合振动程序,并以实例验证了其计算结果的正确性,为装配式板桥动力响应分析提供计算平台。

Based on this,189 bridgesin the actual projects as a sample were selected,the connection between static test result anddanymic test result was built in this paper in order to assess the structure\'s bearing capacity bydynamic characteristics of bridge.The main contents are as followings:(1)On the base of actual observation records of bridge samples,the mechanicalproperties of the assembly slab bridge is obtained,and the mechanical characteristic ofhinged joint and bridge deck,the distribution of the guard rail in transverse direction are alsodiscussed.Based on the above analysis,the rational theoretical model is built,which offerssome reference to assess the structure\'s bearing capacity.

基于此,本文在实际工程项目中选取189座板桥作为样本,通过对样本桥梁实测静载挠度、应变和动载频率进行统计回归分析,建立桥梁结构动载试验结果与静载试验结果之间的关系,通过桥梁结构动力特性来评定结构承载力,论文主要完成了以下几个方面的工作:(1)以样本桥梁实测数据为基础反演装配式板桥受力特性,确定各种型式装配式板桥的铰缝受力特点、桥面铺装层受力特点以及护栏沿桥面横向分配原则,以此建立真实反映装配式板桥受力特点的理论计算模型,为装配式板桥承载力评定提供理论计算依据。

Finally, it can be concluded that the construction process of Shaxi Bridge is reasonable, and that the influence of shrinkage, creep and temperature load on the prestressed concrete slab bridge is obvious. It is showed that the calculation result using FEM and the actual damage phenomenon fit well.

最后,通过这些分析可以看出沙溪大桥的施工过程是合理的,收缩徐变和温度效应对预应力混凝土板拉桥的影响很大,验证了有限元计算结果与实际出现病害现象的吻合。

Skew hollow slab bridge has become an important part of skew bridge because of its low building height and simple construction.

斜交空心板桥以其建筑高度小、施工方便等特点成为斜交桥中重要的一部分。

Assembly skew hollow slab bridge becomes an important part of skew bridge because of its low height and simple pattern.

斜交空心板桥以其高度小、形式简单等特点成为斜交桥中重要的一部分。

The slab bridge is a novel bridge style. It substitutes the flexible cable with the prestressed concrete rigid slab.

板拉桥是一种较为新颖的桥型,它以预应力混凝土刚性板代替柔性拉索。

This paper analyzed the carriageway slab of ribbed slab bridge with sonic common dimensions by means of the finite strip method in high orders, and compared the results with that obtained by current design methods inland and abroad.

本文应用高阶有限条法对几种常用的肋板式桥行车道板进行了分析,并与国内外几种现行设计方法的计算结果作了比较,在此基础上,就这类结构的简化计算问题,提出了合理的建议。

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