In comparison with the condition of rigidconnection, the influence of semi-rigidconnection to effective length factor of columns has been analyzed quantitatively.
通过与刚性连接情况的比较，定量的分析了半刚性连接对框架柱计算长度的影响。
2
The stiffness matrix of semi-rigid steel frames and the fixed end moment are deduced, based on the connection element method incorporating the effects of joint flexibility.
采用连接单元法，考虑连接柔性的影响，推导出半刚性框架梁柱的刚度矩阵及半刚性梁的固端弯矩。
3
The finite element model of the semi-rigidconnection between members of frame structures is established in this paper, and it is applied to the model of joint parameters identification.