The rotating shafts of three t type joint modules are parallel to each other and are mutually perpendicular to the rotating shafts of the I type joint modules at both ends.
三个T型关节模块的转轴互相平行，并与两端的I型关节模块的转轴互相垂直。
The results show that the T-type connection joint can be regarded as rigid under some circumstances but the effects of certain joint flexibility on the structure system should be taken into account.
分析结果表明，在一定几何条件下，T形相贯节点可以看作刚接节点，但应考虑一定的节点柔性对整体结构变形的影响。
From a yield line model used for calculating RHS-joint strength, a stiffness model is developed for a stepped T-type RHS joint, and a stiffness formulas is established.
在计算节点强度的塑性铰线模型的基础上，建立了不等宽t型方管节点在支杆轴压荷载作用下的刚度模型，推出了刚度简化计算公式。
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