1) large eccentric columns
大偏心受压柱
1.
High-strength concrete is in the compression of three-edge state,it makes the concrete confined concrete,and so the problem that the bearing capacity of large eccentric columns is difficult to effectively improve can be solved.
通过3根焊接环式箍筋高强混凝土的大偏心受压柱,来进行试验研究,箍筋采用HRB400高强箍筋,对其受力性能进行了研究。
2) eccentrically compressed column
偏心受压柱
1.
Taking the parameters of load eccentricity e_0/h,slenderness ratio l_0/h as variables,bond-slip tests were carried out on 20 SRC eccentrically compressed columns.
以荷载偏心距 e_0/h、构件长细比 l_0/h 为主要参数,进行了20根型钢混凝土偏心受压柱的粘结滑移性能试验,观察了试件的破坏形态,分析了型钢混凝土内部粘结应力和滑移的分布规律。
3) eccentric compression column
偏心受压柱
1.
Then Monte Carlo method was utilized to analyze the reliability of RC eccentric compression columns after high temperature under comprehensive considering failure paths.
引入高温后混凝土和钢筋强度折减系数,建立4面受火后偏心受压柱的抗力模型和极限状态方程,利用蒙特卡罗法对高温后钢筋混凝土偏压柱综合考虑失效路径下的可靠性进行了数值模拟分析。
4) steel pipe and concrete pillars pressed by far away pressure
大偏心受压钢管砼柱
5) large eccentric compression
大偏心受压
1.
Calculation of bearing capacity for steel reinforced concrete=column subjected to large eccentric compression load;
钢骨混凝土大偏心受压柱承载力计算
6) eccentrically loaded short column
偏心受压短柱
补充资料：大偏
1.兵车十五乘。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条