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 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。
3
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.