无粘结预应力混凝土扁梁框架应当可以满足抗震要求。
Since relativistic effect excites the transverse electric mode in the waveguide, the coupled nonlinear equations have been derived from the beam frame.由于相对论效应在波导中激起横电模式,我们在轴向波数和轴向电子速度为零的坐标系中导出了非线性耦合方程。
The differences between unbonded prestressed concrete flat-beam frame and bonded prestressed concrete flat-beam frame in seismic response are not obvious.在地震荷载作用下,无粘结预应力混凝土扁梁框架和有粘结预应力混凝土扁梁框架结构的各种响应没有明显的差异。