1) bolt joints
插销节点
1.
By using Sap2000 program and Ansys with finite element, the lightweight shear wall and bolt joints are analyzed, with the strength and rigidity studied.
介绍一种新型的适用于低、多层轻钢住宅的轻钢结构体系— 3L体系 ,利用Sap2 0 0 0有限元分析软件对轻质剪力墙进行有限元分析 ,利用Ansys有限元分析软件对插销节点进行有限元分析 ,研究它们的强度与刚度特性 ,并应用到设计中 ,使3L结构体系具有节省钢材、施工方便的优点 。
2) bayonet-lock
插销节
3) knot insertion
节点插入
1.
The algorithm is based on knot removal, knot insertion, and weight modification of the NURBS.
针对平面三次 NU RBS曲线的光顺问题 ,基于节点插入、节点消去和重新确定权因子等技术 ,给出了平面三次 NURBS曲线的一种光顺算法 。
2.
In this paper, a class of new methods of knot insertion (include endpoint interpolating) is established.
新的方法主要是通过对现有的节点插入方法进行分析,给出了一种端点插值递推公式,并利用此公式对Piegl与Tiller降阶方法加以改进,使之能够解决非端点插值均匀及非均匀B样条曲线的降阶问题。
3.
Through the analysis of Tailor series expansion,this paper giving a generating algorithm for knot insertion of cubic uniform B-spline.
通过对Tailor级数展开的分析,给出了一种三次均匀B样条曲线节点插入的生成算法。
4) node of interpolation
插值节点
5) inserting knot
节点插入
1.
Based on inserting knot technique, an efficient algorithm for the conversion of NURBS to piecewise Bézier representation is presented.
基于 B样条曲线的节点插入技术 ,就 CAD/CAM中广泛采用的曲线的 NURBS表示和 Bézier表示之间的快速转换问题进行了讨论 ,给出了 NURBS曲线转换为 Bézier表示的优化算法。
6) slip-joint
插接节点
1.
Based on the contact finite element theory and the finite element software ANSYS,the deflection of a slip-joint monopole was analyzed,and it was compared with the results of the simplified formula issued in the relative reference and the experiment which has been made by Union Metal Manufacturing were compared,to find out the effects of slip-joints on the monopole total defection.
以接触有限元理论为基础,利用通用有限元分析软件ANSYS对插接式单管塔进行整体变形计算,将其与相关文献提出的插接式单管塔整体变形简化公式的计算结果和Union MetalManufacturing公司所做的试验数据相互对比,以验证插接节点对单管塔整体性能的影响。
补充资料：插销
1.门窗上装的金属插闩。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条