Eccentrically loaded concrete filled steel tubular (CFST) laced columns were tested with slenderness ratio as main experimental parameter.
进行了钢管混凝土格构柱偏心受压试验，试验参数为长细比。
This experimental equipment is simple, experimental parameter can be determined easily and the dimensionless equations are more suitable for engineering applications.
本实验装置简单，实验参数易测并且实验关联式更易于工程应用。
The variation of dispersion threshold value is related to the interaction between active component and carrier, and it is an important experimental parameter in the study of catalyst.
分散阈值的大小与活性组分和载体相互作用有关，是催化剂研究中的一个重要实验参数。
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