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beam bridge相关的网络例句

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Taking the effect of non-radial bearings in the beam-ends into consideration, the rigid-crossbeam method was used to calculate the load lateral distribution of curved beam bridge with non-radial bearings as to get more accurate results.

用刚性横梁法计算非径向支承弯梁桥的荷载横向分布,在计算单梁挠度时考虑了主梁梁端非径向支承的影响,得到了更为精确的结果,根据影响参数,编制了相应的表格,方便工程设计人员查用。

The assessment formula for shear capacity was established as well, and in which various impact factors of shear strength was considered comprehensively.3. Directed against the main forms of transverse connection in concrete beam bridges, model test and finite element analysis were carried out to find the impact laws of damage on concrete T-beam bridges, in which the three ways of hinged joint, flange rigid connection and cross slab rigid connection were considered. Transverse distribution and degenerate state of transverse connection were studied under various damage conditions. Based on the analysis of test and simulation results, the rule of live load adjustment coefficient of T-beam bridge was put forward, as well as the calculation formula.4. In view of the influence of the damaged transverse connections to load effect, the load effect model was amended by live load adjustment coefficient.

依据损伤出现频率与重要性等级,提出典型损伤混凝土梁式桥按体系损伤、构件损伤和材料损伤三个层次进行评定的原则。2、基于构件和材料层次损伤评估研究成果,对比分析损伤机理和适用条件,提出了《公路钢筋混凝土及预应力混凝土桥涵设计规范》(JTG D62-2004)抗弯承载力修正计算公式、抗剪承载力修正计算公式以及综合考虑抗剪强度影响因素的抗剪承载力评定公式。3、针对混凝土梁式桥主要横向连接形式,分别按铰结、翼缘刚接和横隔梁刚性连接损伤对T桥梁桥承载能力的影响进行了模型试验和有限元分析,研究了不同损伤工况对T梁桥荷载横向分配的影响及横向连接状态退化情况。

On the basis of the analysis of structural computation theory,the thesis gets the computation ways of some parameters, meanwhile,it analyses and compares the resuts of bow beam bridge and Stright beam bridge.

在结构计算原理分析的基础上,确定几种参数的计算方法,比较分析了弯梁桥模型与直梁桥模型的计算结果。

The evaluation method of bearing capacity of RC composite beam bridge based on non-linear properties of the RC composite beam bridge is presented in this paper.

本文在掌握了钢筋混凝土组合梁桥的非线性性能的基础上,研究制订了该类桥梁承载能力的评定方法,可供实践试用

Based on the character of the existing concrete beam bridge,an assessment model was established for the existing concrete beam bridge.

针对既有混凝土梁桥的特点,建立了混凝土梁桥的综合诊断评估模型。

Then, safety analysis method was constituted considered the typical damage of concrete beam bridge. 5. By amending the reduction rate of loading capacity used in Code for Maintenance of Highway Bridges and Culvers (JTG H11-2004), a new reliable index is presented in the same safety standard to reflect the relation between load and resistance. According to the basic principal of calibration method, the recommended gradation index was computed under various factors such as different load combinations, vehicle operating status and different failure modes. With these calculated numerical values, the calculated reliability indexes standard for the estimation of safety degree of in-service concrete girder bridge members was ultimately obtained.6. Based on the related standards and results on crack and displacement that cannot continue to loading at home and abroad, the evaluation grade of the concrete beam bridge is proposed by analogy.

针对材料和构件损伤对混凝土梁式桥抗力的影响,基于材料和构件层次典型损伤的修正计算公式,在结构既有以及时变抗力评估的概率模型基础上,通过误差传递公式获得抗力统计参数,对抗力进行修正,构成了考虑混凝土梁式桥典型损伤的安全性分析方法。5、依据校准法原理,将《公路桥涵养护规范》(JTG H11-2004)中不同类别承载力下降率转化为修改分项系数,分别计算了轴心受压、轴心受拉、受弯、大偏心受压、受剪构件在各种情况下的可靠指标,根据破坏类型对校准结果进行分析,提出了基于可靠度的公路混凝土梁式桥安全性评定等级。6、基于不能继续承载的裂缝和位移的相关国内外规范和研究成果分析,通过类比提出了混凝土梁式桥不能继续承载的裂缝和位移评定等级界限。

In order to study the effect of middle diaphragm on the lateral load distribution of T-beam bridge, two plexiglass T-beam bridge model were developed.

为研究中横隔板对T形梁桥荷载横向分布效应的影响,开发了2个有机玻璃T形梁桥实验模型。

On the basis of standard drawing of 16m T-beam bridge, one 4 m prefabricated concrete model T-beam bridge by using of welding steel plate was designed.

以16m跨径的T梁桥标准图为基础,按1:4的缩尺比例,采用焊接钢板的连接方法设计了一座5片T梁桥模型。

Setting the design of pre-stressed concrete coping s 35 m T-beam bridge of Xigang open jetty of Jinfeng Bridge over Meixi River in the city of Shantou as example,it simply introduces the calculation points and design methods of pre-stressed concrete coping s,gives a design reference to the similar bridge projects.

以汕头市梅溪河金凤大桥一西港高架桥35m T型梁桥的预应力混凝土盖梁设计为工程实例,简要介绍了预应力混凝土盖梁的计算要点和设计方法,以供类似桥梁工程的设计参考。

This paper analyzes the stressing characteristics of curved beam bridge and the stressing effects of various forms of bearings and prestressed wire strands on curved beam bridge.

1概述目前曲线梁桥在现代化的公路及城市道路立交中应用已非常普遍。尤其在立交的匝道设计中应用最广。

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