由杆端位移和荷载共同作用下的杆端弯矩称为转角位移方程(slope-deflection equation) 两端固支梁(two fixed-end beam)
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slope deflection equation 坡度挠度方程
By using the moment-curvature relationships of the member section, the inelastic element stiffness matrix is derived directly from the slope-deflection equation of clastic member.
利用杆件截面的弯矩—曲率关系,可以直接由弹性杆件的转角—位移方程建立单元的非线性刚度矩阵。
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