Spring was young and thin, riding against skew bridge, full building tea strokes.
当时年少春衫薄，骑马倚斜桥，满楼红袖招。
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。
For the geometrical design of curved skew bridge the traditional method is to first calculate, then make the drawings.
对弯斜桥的几何设计，传统的方法是先计算再作图不但费工费力且易出错。
Therefore, the main topic of this study is to dealing with the seismic behaviors of the skew bridge with rubber bearing.
本文主旨为探讨装设橡胶支承垫之斜桥，在地震作用下的行为反应。
Skew hollow slab bridge has become an important part of skew bridge because of its low building height and simple construction.
斜交空心板桥以其建筑高度小、施工方便等特点成为斜交桥中重要的一部分。
Because multiline big Angle skew bridge is lack of theory and experience calculation method at present, it needs to be experimented by hydraulic model.
针对多线斜交桥渡在斜交角度较大的情况下，目前尚缺少理论及经验计算方法的特点，对某多线大角度斜交桥渡进行了水工模型试验。
The block water characteristics and backwater height of skew Bridges are experimentally studied with the sketch model of the Hegong bridge of a speedway.
应用合共公路桥的概化模型试验研究了斜交桥的阻水特性、壅水高度。
The block water characteristics and backwater height of skew bridges are experimentally studied with the sketch model of the Hegong bridge of a speedway.
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。
With analyzing the main problems of skew Bridges, and put forward the method of handling blemish about skew Bridges by slant leg rigid frame bridge without abutment.
通过分析斜桥存在的主要问题，提出采用无桥台斜腿刚架桥这种新的桥型，处理斜桥实际运行中表现出的问题。
The practice proves that to arrange bridge pier in the direction along flow is one of effect way for solving water stop problem of multi line skew bridge abutment pier.
实践证明顺水流方向布置桥墩是解决多线斜交桥墩台阻水问题的有效途径之一。
The elasticity support rigidity crossbeam method is brought forward according to orientation structure endure force character of skew bridge with multilongitudinal beams.
根据多梁式斜梁桥结构及其横向受力特点，提出了“弹性支承刚性横梁法”进行跨中荷载横向分布的计算。
This paper presents the analysis of stress, characteristic of skew arch bridges by comparing with the data derived from theory computation, model test and practical bridge test.
本文通过理论计算、模型试验和实桥试验数据的对比，对圆弧形斜拱桥受力特性进行了分析研究。
Push thrust construction, problem and treatment measures of frame bridge with big skew angle in soft ground are described in this paper.
叙述了在软土地区进行大角度斜交箱形地道桥的顶进施工及遇到的问题和处理措施。
Based on above disccssion some proposals are gived to the design of hinged skew plate bridge.
在此基础上，对铰接斜板桥的设计提出了有益的建议。
It transformed the mechanic problem from the continuous skew beam bridge into the continuous straight beam bridge.
它把一个连续斜梁桥的力学问题转化为连续正梁桥的力学问题。
This paper analyses the speciality of the internal force and deflection in point of concrete continuous skew support curved grider bridge, gives its load test plan, way and results.
结合一连续斜弯梁桥实桥试验结果，分析了此种桥型的受力特点、变形特点，给出了试验方案、方法及试验成果。
It is important for seismic analysis and design of pier of skew curve Bridges and interchange bridge.
这对于斜弯桥及立交工程抗震分析和设计具有重要意义。
This paper primarily aims at the deficiency of conventional computation method of skew girder Bridges, calculates and analyses skew girder bridge based on integrated finite element method.
本文主要针对斜梁桥传统计算方法的不足，采用组合有限单元方法计算分析斜梁桥问题。
The influence to stress of skew arch bridge was studied by changing the abutment torsional stiffness and width-span ratio.
通过改变桥台抗扭刚度和宽跨比，研究对斜交拱桥受力的影响。
According to calculating equations of skew support continuous curved girder bridge that deduced in this paper, compiles a program and gives a case to validate its feasibility and veracity.
根据推导得到的斜支承曲线梁桥计算公式，编制程序并举例验证其可行性和准确性。
This paper deeply studies the problem of transverse stiffness of skew girder bridge which has been argued for a long time.
对工程界有争议的斜梁桥横向刚度问题进行了较深入的研究。
One real skew arch bridge is investigated using the finite element program ANSYS so as to study the generic phenomenon of bridge damage, especially the regular cracks.
本文以某斜交拱桥为研究对象，阐述其病害的一般现象，尤其是规则性裂缝。
The mechanical properties of a skew girder bridge differ a great deal from those of an orthogonal girder bridge.
斜梁桥的力学特点与正交梁桥相比有很大区别。
The mechanical properties of a skew girder bridge differ a great deal from those of an orthogonal girder bridge.
斜梁桥的力学特点与正交梁桥相比有很大区别。
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