rigid-frame中文是什么意思

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中文翻译
造句

刚性构架

rigid adj. 1.坚硬的，强直的，硬性的，僵硬的 (opp. ...
frame n. 1.机构；组织；系统。 2.结构，框架，构架，骨架 ...
rigid frame 刚架（刚构）; 刚性构架
analysis of rigid frame 刚架分析
closed polygonal rigid frame 闭合多边形刚架
closed rigid frame 闭合刚构
composite rigid frame 组合刚架
continuous rigid frame 连续刚架
continuous rigid frame bridge 连续刚构桥
hollow integral rigid frame 空心整体刚架
plane rigid frame 平面分段装配; 平面刚架
portal rigid frame 门式刚架; 门形刚架
rahmen rigid frame 刚性框架
rigid frame arch bridge 刚架拱桥
rigid frame bridge 单跨刚构桥; 刚构（刚架）桥; 刚架式桥梁
rigid frame construction 刚架构造
rigid frame foundation 刚架基础
rigid frame harrow 刚架耙
rigid frame structure 刚架结构
rigid frame truck 一体构架转向架
rigid frame with plate-web 实腹刚架
rigid jointed frame 刚架
rigid-frame beam 刚架梁
rigid-frame shotcrete support 钢架喷射砼支护
rigid-jointed frame 刚架

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例句与用法

Rigid - framed arch bridge is a statically indeterminate structure with thrusting force and over the cross section of the bridge structure induce obvious stresses resulted from temperature variations . however , because of the complexity of this bridge structures , it is so difficult to calculate temperature stress , and that researchers and designers have to simplify the calculating methods , and get inaccurate conclusions
刚架拱桥是一种有推力的高次超静定结构，温度效应对其的影响相当明显；但由于其构造复杂，计算结构的温度应力存在着很大的困难，这就使得研究和设计人员采取简化的计算方法，但得出的结论粗糙。
In the light of the characteristics that the joint parts between the concrete rigid - frame structure and steel box arch ring of caiyuanba changjiang river bridge in chongqing mainly work as the compressive elements , the design of the parts is carried out by means of improving the steel plates , and the design methods and local details design of prestressing steels are put forward in order to ensure the safety of the bridge structure
摘要针对重庆菜园坝长江大桥混凝土刚构与钢箱拱接头主要为受压构件的特点，采用改进钢板形式进行设计，提出预应力钢筋的设计方法及局部细节设计，确保结构安全可行。
This paper conducts a study of nonlinear stability behavior of a long - span prestressed concrete rigid - frame bridge at cantilever construction stage respectively by means of buckling , collapse theories and 3d nonlinear digital models , discusses the stability characteristics of other similar bridges at the same construction stage , and also generalizes some helpful conclusions
摘要分别采用屈曲理论和压溃理论，利用三维非线性数字模型，研究了悬臂施工阶段大跨度预应力混凝土刚构桥的非线性稳定行为，探讨了同类桥梁悬臂施工阶段的稳定性，得出了一些有益的结论。
Also this paper analyzes the effect of different substructure constraint conditions or the size of pier on pier and beam in the light of the use of single - line piles with large diameter , taking into account the mutual effect of pile - earth - structure and the typical mechanic model used . with the analysis result of construction and traffic stages , the suggestion that single - line piles with large diameter claim precedence over all others is submitted in the design of continuous rigid - framed bridge of middle span
对单壁桩柱式桥墩的连续刚构而言，当墩身尺寸改变时，墩身抗推刚度武汉理工大学硕士学位论文亦相应改变，从而对墩身及桩基受力影响显著，且墩身受力与自身承载能力所要求的桥墩刚度成反比。
Through the defect data of a few rigid - frame arch bridge survey at the point , passing the problem of a few rigid - frame arch bridge that had been builded show differ degree defect now , analyze the causes of defect arise from rigid - frame arch bridge , put up forward relevant control countermeasure , expect to offer reference to the same kind bridge ' s designing and construction
摘要针对已建多座刚架拱桥出现不同程度病害的问题，并通过现场检测几座刚架拱桥病害所测的资料，分析了刚架拱桥出现病害的原因，提出了相应的防治对策，以期为类似桥梁的避免出现类似病害提供参考。
The contents include : based on the previous research and the data of experimentations , the author researches and develops a kind of satisfactory semi - empirical formula of nonlinear temperature distribution , and calculates the temperature stress of rigid - framed arch bridge by the fem . the temperature effects of bridge structure by annual and sunlight temperature difference are discussed , it indicates that the temperature effect of annual temperature difference is small but the temperature effect of sunlight temperature difference is great and the temperature stress along beam depth resulted from sunlight temperature difference is nonlinear . with the comparison between the temperature effects of different position of bridge , the results show that where the section of bridge is small , the temperature stress of it is large
本文主要包括以下内容：从理论上研究并结合实测资料发展了一种比较理想的半经验温度场非线性分布公式，并将有限元方法应用于刚架拱桥结构温度应力的计算中，对桥梁结构进行整体温度应力分析；讨论了年温差和日照温差引起的桥梁结构的温度效应，表明年温差引起的温度效应较小，而日照温差引起的温度应力较大且沿梁高呈非线性分布；分析比较了桥梁结构各个部位的温度效应的大小，可知截面越小温度拉应力越大，受力越不利；并对箱梁结构由于构造不同引起的纵向与横向的温度效应大小进行了探讨，发现在顶板下缘也会出现相当大的温度拉应力，并且梗腋的存在反而增加了顶板底部的温度拉应力；还对几种相近的刚构式桥型的温度效应进行了分析对比，总结了这些桥型针对温度效应的优劣，并提出相应的针对性措施。
Based on the previous research results , the author takes nonlinear temperature load equivalent to linear temperature load and calculates temperature stress by fem . it analyses the whole and the part temperature effect on rigid - framed arch bridge and compares different thermal stress of different bridge structure by the simplified methods . the research offer advices for this new style bridge
本文在总结前人工作的基础上，分析探讨将非线性温度荷载等效为线性温度荷载，同时采用有限元计算温度应力的简化方法；并利用这种计算方法对刚架拱桥的整体和局部的温度效应以及不同桥型温度效应的不同进行了分析比较，为这种新桥型的工程设计提供参考，还通过实测结果验证上述方法的正确性，并进行了修正。
Through numerical analysis of the double thin - wall flexible piers continuous rigid - frame bridge , the paper discusses the design influence of the double thin - wall flexible piers . based on the nonlinear programming , the paper thinks about elastic displacement of groundwork , from force analysis of the double thin - wall flexible piers continuous rigid - frame bridge , to draw to the method of parameter optimal design method
通过对双薄壁墩连续刚构桥的数值分析，探讨了双薄壁墩设计的影响因素，着重从双薄壁桥墩连续刚构桥的受力分析出发，以非线性规划为基础，提出了考虑基础弹性变形的优化设计方法。
Considering to the continuous rigid - frame bridge construction characteristic , putting forward the idea of reverse to optimize prestressed steel . according to different construction phases , the paper gets the formual of the cantalever phase , join two section of a bridge phase and the vertical prestressed steel , and works out corresponding program
考虑大跨径预应力混凝土连续(刚构)桥施工的特点，提出了基于倒装方法的预应力静定束、合龙束以及竖向束的优化设计理论，并编制了相应的计算程序。
Through the finite element method , this paper compares some variable parameters such as the arch axis , the rise - span ratio and the ratio of spans , which influence the mechanical performances of open spandrel rigid - framed arch bridge . then it summarizes the mechanical properties of this bridge type and the optimal range of these parameters . the plexiglass model test validates the correctness of the finite element method used in this paper . the study will provide reference for the design of this new bridge type
本文采用有限元方法对影响空腹式刚架拱桥受力性能的主要参数：拱轴线型、矢跨比及跨径比进行了比较分析，总结了这种桥型的结构受力特点以及拱轴线型等参数的合理范围，为这种新桥型的工程设计提供参考，并通过有机玻璃模型试验验证了有限元分析的正确性。