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girder bridge相关的网络例句

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Bridge ; moving load ; identification ; parametric analysis ; simply supported girder ; multi-span continuous girder ; spline approximation method

桥梁;移动荷载;识别;参数分析;简支梁;连续梁;样条函数逼近法

With the development of the prestressed concrete construction technology, more and more prestressed concrete box girder bridges have arisen in our nation. However, after construction, the appearance of the cracks on some of these bridges takes some unfavourable influence on the structures. In common sense, we should take some methods to strengthen and repair these bridges as soon as possible, but because of the civil pecuniary condition, we cant repair all the broken bridges in one time. Therefore a scientific estimation must be made about the load-carrying capacity of these prestressed concrete box girder bridges with cracks, so that we can decide which bridge should be repaired firstly.

随着预应力施工技术的不断进步,我国已拥有越来越多预应力混凝土箱形梁桥,这些桥在使用一段时间后,有很大一部分箱梁出现了大量的裂缝,这些裂缝的出现对桥梁结构将产生不利的影响,所以应尽可能的对其进行加固修补,但限于国内实际经济状况,我们不可能一次性全部进行加固改造,需要对在役的这些开裂后的预应力梁桥的工作状态特别是承载力做出科学的评判,以便区分轻重缓急,优先实施。

With the development of the prestressed concrete construction technology, more and more prestressed concrete box girder bridges have arisen in our nation. However, after construction, the appearance of the cracks on some of these bridges takes some unfavourable influence on the structures. In common sense, we should take some methods to strengthen and repair these bridges as soon as possible, but because of the civil pecuniary condition, we can't repair all the broken bridges in one time. Therefore a scientific estimation must be made about the load-carrying capacity of these prestressed concrete box girder bridges with cracks, so that we can decide which bridge should be repaired firstly.

随着预应力施工技术的不断进步,我国已拥有越来越多预应力混凝土箱形梁桥,这些桥在使用一段时间后,有很大一部分箱梁出现了大量的裂缝,这些裂缝的出现对桥梁结构将产生不利的影响,所以应尽可能的对其进行加固修补,但限于国内实际经济状况,我们不可能一次性全部进行加固改造,需要对在役的这些开裂后的预应力梁桥的工作状态特别是承载力做出科学的评判,以便区分轻重缓急,优先实施。

To resolve the design difficulties caused by small cross-section, low height of the bridge structure, the key technique problem to the bridge structure should be carried on research and analysis, such as whole calculation model, considering foundation combined action , the reasonable rigidity match to the joint of the girder and pier ,inner force redistribution caused by the system conversion ,the forecast to long-term deformation after building , stress analysis and tectonic steel bar of the anchored serration block , the influence of foundation settlement and anti- earthquake measures . To acquire feasible and reasonable technique parameters and provide the full design basis, according to analytical results adjust and optimize the bridge structure design.

为解决桥梁结构要求截面小,高度低等带来的设计困难,需对该结构的关键技术问题如考虑基础共同作用的整体计算模型、梁墩间的合理刚度匹配、体系转换产生的内力重分布、成桥后的长期变形预测、锚下锯齿块应力分析及配筋构造、基础沉降影响及抗震措施等进行研究分析,以获得技术可行、经济合理的技术参数,为设计提供充分的依据,根据分析结果调整优化桥梁结构设计。

On the North River Bridge Weicheng CFST arch main bridge construction S233 Provincial Highway Bridge (Gaoyou Depalletizing three to Jiangdu Port Section) under a span of 80.6m CFST arch, rigid tie beam for 1.4m × 1.8m pre-stressed box girder, cast-in-place method using stent Construction .

浅谈北澄子河大桥钢管砼拱主桥施工大桥为S233省道的一座跨径80.6m的下承式钢管混凝土拱桥,刚性系梁为1.4m×1.8m预应力箱形梁,采用支架现浇方法施工。

The precasting of concrete box girders with short-line match method is applicable to a bridge with considerable numbers of similar spans,girder segments and multiple variations of the girder segment types.

短线法预制箱梁适应于相同孔跨的数量较大、梁段预制数量较大、节段类型变化较多的工程。

The pylon of a cable-stayed bridge without backstays acts as a cantilever beam to resist loads from the girder transferred by stay cables, therefore, the pylon shaft is made incline to form a kind of equilibrium system of girder-pylon structure.

无背索斜拉桥结构主塔作为悬臂梁来抵挡斜拉索传递的梁面荷载,因此将塔身倾斜组成了梁塔结构的平衡体系。

Against the curved box girder bridges in highway bridges and urban viaducts,the curved grillage model of the multi-cells curved box girder is built in terms of the shear-flexible grillage method,and the analysis for the vehicle-bridge interaction is performed.

针对公路和城市立交中的曲线箱梁桥,基于剪力柔性梁格法建立了曲线箱梁的梁格模型,进行了车桥相互作用分析。

Due to severe deficiency of vertical and lateral stiffness in most railway steel plate girder bridges after train speeds being raised,the bridge structures of existing railways must be strengthened in order to guarantee the safety of railway transportation.In addition,assessment of strengthening effect has become one of the most important topics in the study of railway steel plate girder bridges.

由于大部分铁路钢板梁桥在列车提速后竖向刚度和横向刚度都存在严重的不足,为保证铁路运输安全必须对其进行加固,而对其加固效果进行准确评估已成为铁路钢板梁桥研究的重要课题之一。

The main bridge of Hongdu Bridge is three-span self-anchored steel box girder suspension bridge.

洪都大桥主桥为三跨自锚式钢箱梁悬索桥,跨径布置为

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