English translation for "连续结构"

continuous structure

Example Sentences:

	1.	Researches on the deformation of the discontinuous interface of rock mass and the method of interface element stress 岩体不连续结构面变形研究与界面应力元法
	2.	In order to meet the demand of bridgework , we monitor and analyze the stress and the deflection during the process of bridge construction 本论文根据桥梁工程建设的需要，对施工过程中简支转预应力连续结构的应力和挠度进行理论分析和施工监测。
	3.	The extensive research emphases are also listed . the author strongly believes that the theoretical fruits produced in this research will certainly promote the further application of such kind of structural system and benefit our country greatly 我们认为，随着对先简支后连续结构体系研究工作的深入开展，必定会为该类结构体系的进一步应用提供更加丰富的理论成果，从而产生更大的经济效益和社会效益。
	4.	It is proved that the stability of rock mass high slope is mostly affected by lots of discontinuous structural faces like joints and faults , etc . it makes the rock mass be different from intact rocks completely in mechanical properties . so it is necessary for us to do some research on the deformation failure mechanism , and accordingly , we should do some research on the evolvement course and evaluation methods of stability about rock mass high slope 工程实践证明，节理岩体高边坡的稳定性取决于边坡中的不连续结构面，如节理、裂隙、软弱面和不同岩层的分界面，这类结构面的存在使岩体变形破坏的特性与完整岩石截然不同，因此，有必要加强对节理岩体高边坡变形破坏机制的研究及相应的节理岩体高边坡稳定性评价方法的研究。
	5.	This paper demonstrates ultimate stress increment of unbonded tendons can be composed of approximate elastic deformation along the elements and local plastic deformation by nonlinear analysis on the unbonded partially prestressed concrete continuous structures . referring to the rule of ultimate stress increment of unbonded tendons at every load case , a regression formula of ultimate stress increment of unbonded tendons based on elastic - perfectly plastic model has been presented for engineers to calculate ultimate stresses of unbonded tendons in prestressed concrete multi - span continuous structures 考虑在各种荷载工况作用下无粘结筋极限应力增量的变化规律，并与理想的弹塑性模型相比较，最终得出以理想弹塑性模型计算各种荷载工况作用下无粘结筋极限应力增量的回归公式，从而为预应力混凝土多跨连续结构的无粘结筋应力设计计算提供有益的参考。
	6.	In order to ascertain the real stress and deflection of structure this paper puts forward experimental scheme . by measuring data during the process of construction , we can know the distribution of stress in simply supported - continuous beam and compare with initial design , then we can adjust it by control method to ensure quality of the bridge 提出具体的试验方案，论述了测试元件的测试原理，通过测量各控制点在不同阶段的应变和挠度，确定桥梁结构的实际应力大小和变形状态，了解简支转预应力连续结构各跨主梁与连续处的应力分布情况，并与设计相互验证，通过施工控制使结构符合设计要求，保证施工质量。
	7.	Using theory of structure intensity and prestressed concrete bridge , this paper reviews theoretical computing method of stress and deflection . making use of the procedure of computing bridge structure , the structure of simply supported - continuous system is calculated and the result is analyzed , the character on force and deflection is generalized in the paper 运用力学理论、混凝土结构强度理论和桥梁结构相关理论论述了桥梁应力与变形的理论计算方法；利用专用桥梁结构计算程序结合具体工程项目中的简支转预应力连续结构进行了数值模拟计算，并对计算结果进行理论分析，提出这种结构型式在受力状态与结构变形上的特点。
	8.	This article introduces related researches on non - successive structural substitution , including analysis on the characteristics of institutional structure for mixed economic organizations and their perimeter , and on impact of institutional environments such as property right , contract law , and prestige effect on mixed economic organizations 文章介绍了在这一研究思路下国外的有关研究运用非连续结构性替代分析工具，既分析了混合经济组织的制度结构特徵，指出了混合经济组织的边界，又分析了产权、契约法、声誉效应以及不确定性等制度环境因素对混合经济组织的影响。
	9.	The evolution laws of structural weight , the best optimum fitness , average fitness , maximum nodal stress and displacement with increasing generations are discussed . and multi - result fact of the topology optimization can be obtained by ga - fem . the research results in this thesis show that the developed method is successful in the topology optimization for 2d continuum structures under multi - load and multi - constrain conditions 上述工作表明，本文ga ? fem可以实现多载荷、多约束条件下平面连续结构拓扑优化，与eso等优化方法获得的优化结果相比，本文的优化结果不存在单元铰接和不连续单元，优化结构多样，质量更小，效果更优。
	10.	In light of the simulative research results , three methods are applied to analyze some controversial problems in this kind of structural system ( such as the concrete pouring sequence of continuous ends , the applying sequence of pretensioned force , the removal of the temporary supports , the concrete pouring style of continuous ends , the optimization of constructional reinforcement and prestressed reinforcement ) . some important conclusions are drawn : the concrete pouring sequence of continuous ends should be in accordance with the principle of " interval end " ; the removal of temporary supports is also on this principle ( opposite to traditional opinions ) . at the same time , other problems such as the shrinkage and creep effects of concrete , the c racking and failure pattern , the optimization of reinforced bars and prestressed bars are also analyzed in detail 在此基础上，对于目前先简支后连续结构体系中存在的一些有争议的问题(如后连续端部浇筑和后连续预应力张拉的顺序、体系转换中的临时支座拆除顺序、后连续端部浇筑方式、后连续端部的预应力筋及普通钢筋的优化等) ，我们分别运用三种方法进行了细致的模拟分析、研究，并得出了一些具有重要工程意义的结论：后连续端部的浇筑顺序和后连续预应力张拉的“隔跨”原则，临时支座拆除的“隔跨”原则(此前人们一直认为“对称浇注和对称张拉”是最为合理的施工工序) ，混凝土的收缩、徐变对先简支后连续结构体系的影响一般较小等。

Similar Words：

"连续接种" English translation, "连续接种法" English translation, "连续阶地" English translation, "连续截煤机" English translation, "连续截弯" English translation, "连续结果变量" English translation, "连续结晶技术" English translation, "连续结晶器" English translation, "连续解" English translation, "连续解剖图谱" English translation