The structural influencing coefficient is very important in aseismic design for steel structures.

在钢结构抗震设计中，结构影响系数的取值是至关重要的。

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Then, the structural influencing coefficient and displacement amplification factor are calculated and compared with the analysis result of Pushover method.

本文系统地分析了多层抗弯钢框架的结构影响系数和位移放大系数。

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The quick balance strategy for 1-plane is brought forth based on the influencing coefficient method, and idea is further spread to 2-plane automatic balance.

提出了基于影响系数法的快速单面平衡策略，并将此法推广到双面平衡。

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