1、

Analysis of Spatial Stress in Anchorage Zone in Cable Stayed Steel Box Girder

斜拉索钢箱梁锚固区空间应力分析

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2、

Reliability of reinforced concrete bridge girder based on maximum crack width

基于最大裂缝宽度的钢筋混凝土桥梁可靠度分析

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3、

Massive Concrete Temperature Crack Control for Bridge Girder of Railway Line for Passenger Traffic

客运专线桥梁梁部大体积混凝土温度裂缝控制

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4、

Research and Production of Bridge Girder Erection Machine for Large Span Prestressed Concrete Beam

大跨度预应力混凝土梁造桥机的研制

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5、

Full-scale static test and analysis of a partially prestressed concrete railway bridge girder

部分预应力混凝土铁路桥梁足尺静载试验和分析

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6、

Large heavy bridge girder transverse shifting and lowering technology

大吨位桥梁横移落梁施工技术

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7、

Cause Analysis and Preventive Measures for Overturning of Bridge Girder Erecting Machine

架桥机倾覆原因分析及预防措施

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8、

Test Research on Aerodynamic Admittance of a Long Span Cable-stayed Bridge Girder Section

大跨度斜拉桥主梁断面气动导纳试验研究

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9、

Alignment Control of Cable-stayed Bridge Girder during Construction

徐州市和平路斜拉桥主梁施工线形控制

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10、

Precast beam install adopt improved two-way beams bridge girder erection equipment

采用改进型双导梁式架桥机进行预制梁安装

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13、

Analysis of Stress Monitor Error in Thin-walled Box Girder with Large Span

大跨度薄臂箱梁监测应力误差分析

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14、

When fabrication error of steel box girder occurred, it can be adjusted in fabrication stage or erection stage.

钢箱梁制造误差出现以后,可以在后续梁段的制造中调整过来,也可以在安装过程中调整过来。

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15、

Box girder concreting and construction equipment selection of Hangzhou fjord great bridge

杭州湾跨海大桥箱梁浇筑及设备选用

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16、

On errors investigation in concrete grouting at connecting box girder construction

连续箱梁施工阶段混凝土浇筑误差调查分析

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17、

Optimization design and corollary equipment of box girder prefabrication field for passenger express line

客运专线铁路箱梁预制场优化设计与设备配套

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18、

Main girder protective shell construction of Yamen bridge

崖门大桥主墩防撞套箱施工

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19、

The shell is divided into orthogonal or oblique crossing girder systems, which make up a space rigid frame structure, then an analysis is made of the endogen force of the shell structure based on the curved lever space rigid frame structure.

该方法通过将壳体结构离散成相互垂直或斜交的曲杆梁系组成的空间刚架结构,进而分析曲杆空间刚架结构的内力,达到壳体内力分析的目的。

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