The fixedend moments acting on the member are ignored for the moment .
作用于该杆上的固端力矩暂且都不考虑。
2
The stiffness matrix of semi-rigid steel frames and the fixedendmoment 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
Iterative formulas of nodal rotational Angle and lateral deflection of truss panel and fixed-moment in end-fixing Vierendeel truss subjected to vertical loads are presented in this paper.