查询词典 girder bridge

Test study of ultimate bearing capacity of curved PC continuous box girder bridge is performed by using large scale model.

2采用室内试验模型，对曲线PC连续箱梁的承载力进行了试验研究。

The longer span of continuous girder bridge is, the more diffcult construction is.

连续梁桥跨度越大，其施工的难度也越大。

According to above, the theory analysis and numerical simulation and such methods are used in this dissertation for the analysis of several mechanical problems in steel girder bridge system.

基于此思想，本文采用理论分析、数值模拟等方法对钢箱梁桥面铺装体系的若干力学问题进行了研究。

Novozhilov theory is applied to analyze a curved box girder bridge.

基于Novozhilov理论，对弯箱梁桥结构进行了力学分析。

For partially prestressed concrete I or T girder bridge,there is no sufficient stiffness owing to damage like prestress loss and cracks etc. The experiments of original and reinforced girders have been proved that the effect is remarkable to apply steel and concrete composite reinforcement method.

部分预应力混凝土I型或T型梁桥，由于预应力损失、裂缝损伤等造成主梁正常使用状态下刚度不足，采用钢-混凝土组合加固主梁，通过原梁及加固梁的加载试验，表明加固效果十分显著。

The continous prestressed concrete girder bridge is divided into three inters,(30m+50m+30m), with the main span of 50m, and 30m-symmetry one.

本预应力混凝土连续梁桥共分为三跨（30m+50m+30m）主跨50m，边跨对称30m；主梁采用单箱单室预应力混凝土箱梁，跨中梁高为1.5m，支座处梁高为2.8m，截面高度按二次抛物线形式变化；桥面净宽为7+2×1.5m；设计荷载为公路-Ⅰ级。

And also provide certain theoretical method and reference for continuous research on dynamic design and moving loads identification of the simply supported plate girder bridge.

本文提出的研究方法和成果，将为简支板梁桥的动力分析的进一步研究提供一定的理论依据，也对简支板梁桥的动力设计及移动荷载识别有一定的参考作用。

And prestressed concrete hollow plate girder bridge is based on building height more small, simple shape and construction to facilitate the advantages of modern traffic engineering has a relatively wide range of applications.

而预应力混凝土空心板梁桥更是以建筑高度小、外形简单、施工方便等优点在现代交通工程中有着较为广泛的应用。

This article works through the examples of Japan, the application of the relevant norms of the Japanese large-scale cast-in-place hollow plate girder bridge to carry out a more comprehensive analysis, and analytical results were analyzed for the adoption of the outcome data to understand the characteristics of hollow Panchiao.

本文通过日本的工程实例，应用日本的相关规范对大型现浇空心板梁桥进行了较全面的解析，并对解析结果进行分析，通过结果数据来说明了空心板桥的特点。

In this paper, Plate Girder Element and Virtual Laminated Element were used to analyze P.

中文题名预应力混凝土斜拉桥施工控制研究副题名外文题名 Construction control study of P.C.cable-stayed bridge 论文作者施笃铮导师徐兴项贻强教授学科专业结构工程研究领域\研究方向学位级别博士学位授予单位浙江大学学位授予日期2002 论文页码总数123页关键词预应力混凝土斜拉桥施工控制斜拉桥桥梁施工馆藏号BSLW /2002 /U448 /36 本文用平面杆系理论和空间虚拟层合单元法，在对预应力混凝土斜拉桥整桥结构进行分析的基础上，用正装迭代法对该斜拉桥进行分阶段施工仿真分析；又通过建立有约束的非线性优化模型，对预应力混凝土斜拉桥的施工控制参数（初始张拉索力和立模标高）及成桥状态进行优化，进而建立预应力混凝土斜拉桥施工控制系统。

I can not make it blossom and suits me

我不能让树为我开花

When temperatures are above approximately 80 °C discolouration of the raceways or rolling elements is a frequent feature.

当温度高于 80 °C 左右时，滚道或滚动元件褪色是很常见的特征。