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slab bridge相关的网络例句

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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。

Beam and slab install of Interchange of south of DanBen Expressway, offer keference for roof beam board installation ofthe similar bridge and consul

丹本高速公路本溪南互通立交的梁板安装,为同类桥梁的梁板安装提供参考。

The results of FE-analysis show that the shear stress is maximum at two end of the joint .Delaying the time to joint the new and old bridge and joint it at higher humidity and lower temperature will reduce the stress occur in the slab , too.

分析结果得知新旧两桥梁连接线头尾两端的剪应力影响最大,并且新建桥梁浇铸完后较晚与旧有桥梁相接可以得到改善,以及较低的气温和较高的相对湿度的环境条件下也可以得到改善。

This paper gives an account of the construction schemes for superstructure of the main bridge of Wuhan Tianxingzhou Changjiang River Rail-cum-Road Bridge,including various techniques having been applied to the pylon construction,steel girder erection,stay cable and deck slab installation,and pylon and steel girder parallel construction.

介绍武汉天兴洲公铁两用长江大桥主桥上部结构施工方案,包括主塔施工、钢梁架设、斜拉索安装、桥面板安装以及塔梁同步施工技术。

This paper is a research on the calculation theories and methods of cable suspension bridge construction control. It focuses on the sensitivity analysis of two design parameters - elastic modulus of main cable and dead weig;ht of bridge slab, which are key factors to the suspended structure.

本文针对悬索桥施工监测与控制的计算理论和方法开展研究,重点讨论了影响悬索桥结构行为的设计参数,通过设计参数敏感性分析,确定了对悬索桥变形有较大影响的两个设计参数——主缆的弹性模量和桥道板自重集度。

Bridge construction ; prestressed concrete ; continuous box girder ; bridge monitoring ; slab crack

桥梁施工;预应力混凝土;连续箱梁桥;桥梁监测;腹板裂缝

Based on the characteristics of the skewed bridge in a city, the article briefly analyzes the reasons producing the cracks at the hollow slab beam of this bridge from the aspects of load, contraction, temperature and construction.

该文根据某市内斜交桥的特点,从荷载、收缩、温度、构造等方面对该桥的空心板梁处裂缝产生的原因进行了简单分析。

Based on the example of the design of the 20m-hollow slab Xigang Anti-earthquake Elevated Bridge,calculation methods in bridge anti-earthquake(method of static, response spectrum theories, method of dynamic timing analysis )are analyzed and discussed.

结合西港高架桥 2 0m跨空心板抗震设计的工程实例,对桥梁抗震的计算方法(静力法、反应谱理论、动态时程分析法)进行分析和探讨。

With many-year working experience in bridge construction,it discusses the control method of the extending degree of prestressed steel strand in prestressed construction of bridge beam slab with post-tensioning method,which is a reference for similar projects.

根据多年来桥梁梁体施工的实践经验,针对高强钢绞线在桥梁工程结构中的应用,就桥梁梁板工程预应力后张法施工中预应力钢绞线伸长量的控制技术进行探讨,以供类似工程参考。

In this paper, north branch main channel beam-and-slab decks cable-stayed bridge of Jingzhou Yangtze River Bridge is selected as an example.

该方法能实现调索前后结构分析计算模型的统一,且能方便地考虑调索过程中各种非线性因素的影响。

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