某工程受横向荷载和轴压共同作用的楼面梁因施工缺陷发生初始挠曲。
Initial deflection of the floor beam of a project by lateral loads and co-axial role occurs because of the construction defects.
文中采用门式刚架作为算例，分别研究了弹性、塑性及不同初始挠曲对其稳定性的影响。
With a door rigid frame as example, the influence is analyzed of elasticity, plasticity and different initial bending on stability of the frame respectively.
讨论了钢材的初始挠曲对钢混凝土连续组合梁的极限承载力与失稳屈曲临界荷载的影响。
The influence of initial displacement on load bearing capacity and critical load of steel concrete composite structure is discussed.
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