连续结构 meaning in Chinese
continuous structure
Examples
- 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。 - 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。 - 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。 - 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。 - 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。