Eccentrically loaded concrete filled steel tubular (CFST) laced columns were tested with slenderness ratio as main experimentalparameter.
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。
2
This experimental equipment is simple, experimentalparameter 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。
3
The variation of dispersion threshold value is related to the interaction between active component and carrier, and it is an important experimentalparameter in the study of catalyst.