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。
A tapered beam element model is used to simulate the behaviour of an arch structure under loading.
采用较为简单的梯形梁单元分析圬工拱形建筑结构受荷载作用的力学性能。
Through the study we may gain a preliminary insight into the mechanical behaviour of the D-composite beam which help to the further research subsequently.
通过研究可以让我们对双层连续组合梁的基本力学特性形成一定了解和认识，并有利于研究工作的进一步展开。
In this paper, the behaviour of the transverse load distribution of the girder shear force in a highway beam bridge is simply explained by using grillage analysis.
本文应用梁格分析方法，简述了公路梁桥主梁剪力荷载横向分布的特性。
Based on the theory and test, the aseismatic behaviour of the joints in the middle level of unbonded prestressed concrete flat beam frame is analyzed and discussed in this paper.
本文试图在理论研究和试验分析的基础上，分析探讨中间层无粘结预应力混凝土扁梁框架节点的抗震性能。
In this paper, the dynamic behaviour of a beam with cracks is studied.
本文研究了含裂纹梁的动力特性。
In this paper, based on the behaviour of a curved beam, the change of the stiffness of restrained steel beams is studied.
本文根据曲梁的变形特点和虚功原理，分析了约束钢梁自身刚度的变化过程。
In this paper, the effect of changing axial load on the behaviour of reinforced concrete flexural section is described with the results given by beam tests and computer-based analysis.
本文通过试验研究与计算分析，提出了在变轴力作用下钢筋砼受弯截面的强度与曲率变化的一般规律。
For the dynamic behaviour of piles, a beam-column element was used for considering the axial force-dependency as well as the volume effect.
对于桩的动力本构行为，则采用了可以考虑体积效应和轴向力影响的梁—柱单元来模拟。
For the dynamic behaviour of piles, a beam-column element was used for considering the axial force-dependency as well as the volume effect.
对于桩的动力本构行为，则采用了可以考虑体积效应和轴向力影响的梁—柱单元来模拟。
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