The Initial Parameter Method for Static and Dynamic Analysis of Frame Shear-Wall Structures with Variable Sections;
此方程组适用于楼层刚度变化不规则的框架剪力墙结构分析。
By use of the uniformization technique, a continuous computational model is developed for the analysis of frame-shear wall-thin walled core skew combined structures.
采用沿高度方向连续化的方法,建立了框架-剪力墙-薄壁筒斜交结构协同分析的连续化计算模型。
This paper puts forward a research frame of the effects of anti-dumping behaviors by using contrafactual analysis.
本文通过反事实分析,提出了反倾销行为影响的研究框架。
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