从动力学微分方程出发，研究了匀速移动载荷作用下弹性基础连续梁和弹性基础铰接梁的计算方法。

Based on the dynamic differential equation, the calculating methods of the continuous and hinged elastic base beams under the action of moving loads with uniform speed are studied in the paper.

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从动力学微分方程出发 ，研究了匀速移动载荷作用下弹性基础连续梁和弹性基础铰接梁的计算方法。

The dynamic displacement and connection forces characteristics of a floating bridge with nonlinear connecters subjected to moving loads were investigated.

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传统的钢框架分析和设计都假定梁与柱的连接是完全刚性的，或是按理想铰接的。

The traditional analysis and design of steel frame assume beam-column connections are fully rigid or ideal pin connection.

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