A tapered beam element model is used to simulate the behaviour of a masonry arch bridge with loading.
采用梯形梁单元分析砖石拱桥在载荷作用下的行为。
So the actual mechanical behaviour of the continuous beam conflicts with the "composite" purpose and this behaviour limits its popularize and application in civil engineering.
这种力学行为与组合的概念相反，不利于连续组合梁的推广和应用。
In this paper, the rigid flexible coupling dynamic behaviour of a flexible beam in free motions is studied.
该文研究在大范围运动是自由的情况下柔性梁的刚-柔耦合动力学特征。
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