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1.Curved Bridge Analysis and CAD System
曲线桥梁结构分析及CAD系统收藏指正
2.Discussion on the Approximate Calculation Method for the Space Bending Angle in Continuous Curved Bridge
对连续弯梁桥空间转角近似计算方法的探讨收藏指正
3.A Numerical Method for the Analysis of Curved Bridge Problems ——The Method of Subdomain Weighted Residuals
一种分析曲线梁桥问题的方法——子域加权残数法收藏指正
4.Combined with the structure stiffness method, SACB (Structure Analysis Program of Curved Bridge) is compiled in the environment of Visual Basic 6.0. Program has friendly interface, it imports the data with the Excel, which make the data disposed more conveniently.
结合结构矩阵位移法的基本思路，用Visual Basic6.0编制了曲线梁桥结构分析程序SACB(Structural Analysis Program of Curved Bridge)。 该程序界面友好，可用Excel电子表格来输入数据，使数据的处理更为方便。收藏指正
5.QLJC is a tool not only for bridge test but also for spatial analysis of wide, curved and skew bridge.
该系统是桥梁检测工作的辅助工具，也可用于分析宽、弯、斜桥梁结构空间受力状态。收藏指正
6.A CURVED GRILLAGE THEORY IN CONSIDERATION OF WARPING EFFECT WITH ITS APPLICATION TO THE ANALYSIS OF A CURVED SKEW GRILLAGE BRIDGE IN QINGDAO, CHINA
考虑翘曲作用的曲线格子梁理论与应用——青岛曲线斜支承格子梁桥的分析收藏指正
7.By making use of subdomain weighted residuals method, the internal forces of curved multi-girder bridge is analysed in this paper.
应用子域加权残数法分析了曲线桥的内力,它拓宽了加权残数法的应用范围。收藏指正
8.With further research into the curved stayed-cable bridge, the increasing road construction and functional requirements, and the harmonious requirements with the surroundings, the prospect of curved stayed-cable bridges is bright.
随着人们对此种桥的进一步研究 ,不断提高道路工程的功能需求 ,并使之与环境融合 ,曲线斜拉桥将具有光明的前景收藏指正
9.Brownjohn J M, Pin-Qi Xia. Dynamic assessment of curved cable-Stayed bridge by model updating. ASCE, Journal of Structural Engineering, Vol. 126 No.2 February, 2000.
朱玉,王宜均,杨耀铨等.鄂黄长江大桥塔索锚固区预应力布束方式分析.2000年全国桥梁学术会议文集.收藏指正
10.In this paper, we analyse the deflection internal forces and stress of the composite two-way curved rib arch bridge by the finite clement method and the SAP-5 program, comparing the calculation results with those of the static load test and a approximate calculation method of two bridges, demonstrate that this new bridge is a reasonable structure and it can be spreaded and applied in suitable condition place (include high-degree Highways and city bridges). Finally, the simplized method are advanced.
本文采用有限元法和SAP-5程序系统计算了组合式薄壳肋拱桥的挠度、内力和应力,并和两座桥的静态试验结果和近似计算值作了对比分析,充分肯定了新桥型是中小型桥梁的一种合理构造形式,在条件适宜的地区(包括高等级公路和城市桥梁)可以推广应用,并对其简化设计方法提出了具体建议。收藏指正
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