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。
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。
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。
It is proposed that the minimum structural influencing coefficient value can be 4 for moment-resisting steel frames in Chinese earthquake resistant design of structure.
建议在我国的结构抗震设计中，抗弯钢框架的结构影响系数最小值可取4。
It is proposed that the minimum structural influencing coefficient value can be 4 for moment-resisting steel frames in Chinese earthquake resistant design of structure.
建议在我国的结构抗震设计中，抗弯钢框架的结构影响系数最小值可取4。
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