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。
Numerical analysis of structure-soil dynamic interaction has been recognized as an important part in the structural earthquake-resistant design.
在大型建筑物的地震响应分析中,结构与半无限地基间的动力相互作用始终是一个重要的研究领域。
Numerical analysis of structure-soil dynamic interaction has been recognized as an important part in the structural earthquake-resistant design.
在大型建筑物的地震响应分析中,结构与半无限地基间的动力相互作用始终是一个重要的研究领域。
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