异形柱与梁节点连接在Tekla Structures中的节点参数化

Parameterization of node connected by specially shaped columns and beams in Tekla Structures

由于钢结构节点连接日趋复杂、多样化,Tekla Structures节点库里的节点逐渐不能满足所有实际工程中的节点连接。从事二次开发软件的工作人员可以用C语言对节点进行编程,创造智能新型节点,但对于一般从事Tekla Structures建模人员来说,没有良好的C语言功底,建模人员就可以通过自定义节点及节点参数化来解决此问题。以异形柱与梁节点连接为例,阐述一种新型节点参数化的创建方法。在Tekla Structures中用牛腿连接的方式实现异形柱与梁的连接,定义成自定义节点,再对节点中的各个构件进行绑定,使节点参数化。该节点适用于异形柱与不同跨度梁、不同截面梁的智能连接。该节点可以保存到Tekla Structures节点库里,方便以后实际工程中直接调用该节点。

As the resuh ofsteel node connections becoming increasingly complex and diverse, the node in TeklaStructures can not meet the need of node connectionin all the actual projects. Staff engaged in the secondary develop-ment of software can use C language to programming nodes and create new intelligent nodes, but for general staff en-gaged in Tekla Structures modeling,who occasionally do not have high skills of C language, this issue will be better re-solved through cunstom node and node parameterization. In this paper, with the example of specially shaped columnsand beams connected to the node, a new method to create a node parameterization was described. The connection of spe-cially shaped columns and beams in Tekla Structures was realized through bracket connection,defined to custom node,and theneach member in the node was bound to make the node parameterized. The node can be applied to connectionsof specially shaped columns and beams with different spans and different intelligence section beams. This nodes also canbe saved to Tekla Structures node library, to facilitate calling the nodedirectly in future practical projects.