Eccentricallyloaded 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。
2
This paper suggests a calculation formula for eccentricallyloaded brickwork or column with biaxial bending in terms of ultimate strength design method.
本文按照极限状态的设计方法，提出了砌体（柱）在双向偏心压力作用下的计算公式。
3
The deflection and deformation of slender column and eccentricallyloaded column of ultro-high strength concrete filled steel tubes under loading were studied.