Development of Ridged Corner Element Composed of Wooden Materials for Fully Rigid Frames

在本研究中，实现了木质门式刚架柱-梁节点体系的刚性。将浸渍了酚醛树脂的单板交叉搭接，并用热压加固，通过压缩工艺加强了所开发的连接系统。足尺门式刚架试验表明，记录的弯矩传递性能表明，节点的强度是杆件强度的充分表现，交叉搭接区域的刚度足以将节点视为刚性节点。

In this research, it is achieved that a quite rigid column-beam joint system for a timber portal frame. The developed joint system is strengthened by compressing processes that veneers impregnated with a phenol formaldehyde resin were cross-lapped and consolidated with hot press. The full scale portal frame experiment showed that the moment transmitting performance recorded has revealed that the strength of the joint was the full performance of the member strength and the rigidity of the cross-lapped area could be enough to regard the joint as a rigid one.