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。
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。
The structural earthquake action value is correlated with the structural overstrength, structural ductility and overstrength can be reflected by the structural influencing coefficient.
结构的地震作用取值与结构的延性和超强有关，结构的延性和超强可用结构影响系数来反映。
The structural earthquake action value is correlated with the structural overstrength, structural ductility and overstrength can be reflected by the structural influencing coefficient.
结构的地震作用取值与结构的延性和超强有关，结构的延性和超强可用结构影响系数来反映。
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