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It provided a correct and reasonable mathematical model for the analysis of the ultimate bearing capacity and crankle stability of the thin-walled structure.

论文在比较了两种运动描述方法(完全拉格朗日法和更新拉格朗日法)异同点并分析了非线性几何关系及大变形下的弹性物理关系的基础上,基于增量虚功原理推导了几何非线性空间梁元单元切线刚度矩阵,采取分模块形式,分别表示了轴力、弯矩、双力矩对几何矩阵的贡献;通过球面显式荷载增量迭代式弧长法求解方法编制程序,很好地实现了几何非线性增量荷载的自动步长选择及全过程跟踪,为薄壁杆系结构的极限承载力分析和弯扭失稳分析,提供了较为精确合理的分析力学模型。

The structure parameter influences on lateral stability, such as crankle rigidity ratio of arch rib, arch axis coefficient, arch high span ratio, lateral rigidity of bridge decking and arch rib ratio, the effect of non-orientedly conservative loadings of bridge deck, lateral wind loadings were discussed. Corresponding numerical charts were given, and they may be of some reference value and helpful to the parameter design of ribbed arches.2. In this paper, the example bridge is a long-span half-through CFST arch bridge of a 100m span in Yi Lan.

分析了拱肋的抗扭刚度与横向抗弯刚度比、拱轴系数、矢跨比、桥面系的横向抗弯刚度与拱肋的横向抗弯刚度比、桥面系横向刚度引起的非保向力效应、横向风荷载对单肋拱横向稳定的影响,并给出了相应的图表,为拱桥设计时拱肋的结构参数的选取提供一定的依据。

The structure parameter influences on lateral stability, such as crankle rigidity ratio of arch rib, arch axis coefficient, arch high span ratio, lateral rigidity of bridge decking and arch rib ratio, the effect of non-orientedly conservative loadings of bridge deck, lateral wind loadings were discussed.

分析了拱肋的抗扭刚度与横向抗弯刚度比、拱轴系数、矢跨比、桥面系的横向抗弯刚度与拱肋的横向抗弯刚度比、桥面系横向刚度引起的非保向力效应、横向风荷载对单肋拱横向稳定的影响,并给出了相应的图表,为拱桥设计时拱肋的结构参数的选取提供一定的依据。

The structure parameter influences on lateral stability, such as arch axis coefficient, arch high span ratio, crankle rigidity ratio of arch rib, vertical and lateral rigidity ratio of arch rib, lateral rigidity of bridge decking and arch rib ratio, crossbeam number, rigidity of crossbeam number the effect of non-orientedly conservative loadings of bridge deck and width span ratio, were discussed. Corresponding numerical charts were given, and they may be of some reference value and helpful to the parameter design of ribbed arches.

考虑了拱轴系数、矢跨比、拱肋抗扭刚度与横向抗弯刚度比、拱肋的竖向抗弯刚度与横向抗弯刚度比、横系梁在拱肋切平面内的抗弯刚度和拱肋的横向抗弯刚度比、横系梁在拱肋径向的抗弯刚度与拱肋的横向抗弯刚度比、桥面系的横向抗弯刚度与拱肋的横向抗弯刚度比、横系梁的数量、桥面系横向刚度引起的非保向力效应及拱肋间距与跨径的比对组拼拱横向稳定的影响,并给出了相应的图表,为拱桥设计时拱肋的结构参数的选取提供一定的依据。

This factory owner produces the clean ball machine, the special-purpose drawing machine, each kind of wire drawing machine, may the quality of certified level, the instruction technology, visit to serve, clean ball silk brightness is high, silk number entire, attaches few, does not have the crankpin, and guaranteed that the quality is best in the similar products, the price is most reasonable, to sells the ball silk to implement three package, is responsible.

本厂主产的清洁球机,专用拉丝机,各种拔丝机,都可以保证质量,传授技术,上门服务,清洁球丝亮度高,丝号全,接头少,无偏轴,并保证在同类产品中质量最好,价格最合理,对所售球丝实行三包,负责到底。

By means of image theory and potential superposition principle,this paper presents the analytic solution of water cresting height and lateral distance from wellbore under steady flow,and optimizes the optimum wellbore placement.

该文利用镜像反映和势的叠加原理,给出底水油藏水平井稳定渗流情况下不同时刻和临界条件下底水脊进高度和水脊面距井轴的侧向距离的解析解,同时结合矿场实例给出实际优化水平井最佳井筒位置,其结果和方法对底水油藏水平井油藏工程设计和理论研究具有一定的指导意义。

The length, width, axial gradient for the crowns,the heigh of gingival line,the width of anterior dentition and the ratio of crista marginalis of their teeth were measured and analysed in their photographs and dental casts after orthodontic treatment.

测量关于正畸治疗后上颌第一前磨牙和对侧尖牙的龈缘线高度和牙齿形态的6项指标:龈缘线高度、临床冠长度、宽度、单侧前牙列宽度、轴倾度和近远中边缘嵴比,进行两均数配对t检验,观察分析两组的差异。

In annular flow, a lower critical flow velocity of shell system is got if steady viscous effects are considered.

二、对固支—简支端部边界条件下的同轴圆柱壳体系统的流致不稳定性进行了系统的参数研究。

The effect of some parameters of the system on the values of critical flow velocity is discussed according to the analytical expressions derived.

利用临界流速公式系统地分析和讨论扭转刚度、重力系数和轴向预紧力对管道临界流速的影响特性。

This paper introduces several rebuilding practice of old cropper,states that axial-flow production is of good property.

介绍了对农业垦区几种老式收割机的改造实践,并以实例阐明了轴流式产品性能更佳,值得借鉴。

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