The results show that the calculated results of the new model are less than that of the formers, especially in the case of the flexible pier Bridges.
计算结果表明，新模型计算结果要小于既有模型，对于柔性墩台结构，差异尤其明显。
In this paper, on the basis of non linear analysis of the flexible pier's critical load, the influence of nonlinear phase displacement of pier top on pier's stability is discussed.
轻型桥墩是桥梁工程中常用到的一种桥墩，本文利用柔性墩失稳临界荷载非线性分析原理，分析了墩顶位移在非线性阶段对桥墩稳定性的影响。
The paper introduced type of level force of flexible pier base, how to calculate perfect temperature force, brake force, how to analyze non-perfect condition, and the noticed problems in the design.
本文介绍了墩台承受水平力类型，理想情况温度力、制动力如何计算，非理想情况如何简化分析，以及设计中注意的问题。
The paper introduced type of level force of flexible pier base, how to calculate perfect temperature force, brake force, how to analyze non-perfect condition, and the noticed problems in the design.
本文介绍了墩台承受水平力类型，理想情况温度力、制动力如何计算，非理想情况如何简化分析，以及设计中注意的问题。
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