This finite element method is employed to analyze the behavior of eccentrically loaded CFST columns, taking initial stress degree, slendernessratio, and eccentric ratio as the parameters.
应用该方法,以长细比、偏心率和初应力度为主要参数对有初应力的钢管混凝土偏压构件进行了受力性能分析。
2
Eccentrically loaded concrete filled steel tubular (CFST) laced columns were tested with slendernessratio 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。
3
Also analyzed are the influences of CFRP ratio, Angle steel ratio, slendernessratio and eccentricity to the mechanical properties of the columns.