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girder bridge相关的网络例句

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Applying integral intermediate value theorem, new effective elasticity modulus expressions were presented, which creep aging coefficient can be calculated by the creep coefficient of intermediate time of incremental time segment. Creep and shrinkage strain were treated as a kind of compulsive strain. Compulsive strain methods were used for the analysis of creep effect and shrinkage effect about concrete curved box-girder bridge.

根据积分中值定理,推导了增量时间段中点时刻徐变系数等效弹性模量的计算式;将徐变和收缩应变视为强迫应变,推导了强迫应变法计算混凝土梁桥的徐变、收缩效应的分析方法,写出了混凝土桥梁的徐变、收缩时效分析有限元列式,并将此方法应用到曲线箱梁桥的时效分析中。

This design uses the assembly type hollow plate girder bridge, the span arrangement is 13m, the king post for spatial core Liang.

本设计采用装配式空心板梁桥,跨径布置为13m,主梁为空心板梁。

In this paper, the program for earthquake response analysis of Girder Bridge is established, and the calculation and analysis of the bridges on plane curve are with that program.

本文用自编的梁桥地震响应分析程序,对此类桥梁进行了计算和分析,总结了此类桥梁的地震响应特点,提出了抗震设计的一些建议。

The train and the deck truss girder bridge were coupled together as one composite system.

将列车一上承式钢桁梁桥视为一个整体振动系统。

Combined with the design objects of the section and tendon curve in a prestressed concrete continual girder bridge, the establishment of parametric model and the redact of parametric drawing program are discussed. And the implementation of the three kinds of parameter-driven: variation-driven, table-driven and dimension-driven is put forward.

结合预应力连续梁桥中梁体截面和钢束曲线等设计对象的具体特点,讨论了参数化模型的建立和参数化绘图程序的编制方法,并提出了变量驱动、表驱动、尺寸驱动这三种参数驱动方式的具体实现。

Starting from the basic concept and principle of reliability theory, some methods of reliability analysis and calculation for structural members and systems are discussed in seme detail m this paper, On the basis of others'research achieements , the method for calculating the reliabillity of continuous PPC girder bridge system is deduced from the probability of failure,In accordance with the test resuIts of 14 two-span continuous PPC model beams , obtained from the rescarch project,A study on the plastic ...

本文从可靠度理论的基本概念和原理出发,主要论述了结构杆件和系统可靠性分析和计算方法。在前人研究的基础上,利用失效概率推导出连续梁系统可靠指标的计算方法,本文还根据高等学校博士学科点专项科研基金资助项目《大跨度预应力混凝土桥塑性行为的研究》所进行的十四片两跨混凝土连续梁桥模型试验的数据算出各梁承载能力的系统可靠指标。

The method of calculating transverse distribution of loads of separative box-girder bridge exist difference and the irregular plasticity in the designing.

分体式箱梁桥荷载横向分布的计算方法在设计中存在差异性和不规范性。

As the development of construction equipment and cantilever concreting, construction technique for long-span continuous girder bridge s has been greatly improved.

随着悬臂施工技术和施工设备的进步和完善,大跨度连续梁式桥的施工技术日趋成熟,先进的施工技术又能影响和促进桥梁设计水平的提高和发展。

Lastly design of P.C. continuous curved girder bridge is discussed in the paper, in especial prestress reinforcing steel bars loss and bearing design.

最后介绍了预应力混凝土连续曲线箱梁桥的设计,重点讨论了总体设计,钢束预应力的损失的计算,预设支座偏心调整扭矩等设计中的关键问题。

With its excellent section characters, the prestressed concrete box beam plays a main role in the girder bridge.

预应力混凝土箱梁以其优良的截面性质在梁桥中占据了主要地位。

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