英语翻译The Displacement Results Comparison.It shows in the Tabl

英语翻译
The Displacement Results Comparison.It shows in the Table.1 that the bridge deck is pressed
on the loading side,whose displacement is down,but the displacement of the bridge deck is up on
the no-loading side.The displacement increases with the increase of the loading.There are smaller
errors between the computer simulation results and the measured results (refer with:Table 1,Table
2).The results above can provide reference for inverting the actual mechanics model of the bridge.
The Shape of Analysis Results Compared with the Calculative Results.The shape of analysis
results is similar to the calculative results (refer with:Fig.9,Fig.10).It shows that the ANSYS
finite element model can reflect the real working state of the bridge by the comparative results
above (refer with:Table 3).The computer model can be used to calculate the bearing capacity of the
single column bridge under the condition of its bearings disengaging.
The Bearing Capacity of the Bridge
In order to calculate the bearing capacity of the bridge,we can use the finite element model to load.
Different loading methods are applied to the finite element mode.According to the counterforce of
the bearing,we can judge whether the bearing is disengaging.

位移结果对比.由图1可知,桥板在荷载作用侧受压,位移向下,而桥板未受荷载一侧位移却向上.随着荷载的增加,位移不断增加.在计算机模拟计算结果和测试结果之间存在小的误差（见图1和表2）.以上结果能够为反推实际的力学模型提供参考.分析结果形状和计算结果形状的对比.分析结果形状和计算结果形状相同（见图9和图10）.根据对比结果（如图3）可知,ansys的有限元模型可以反映真实的桥梁工作状态.电脑模型可以用来计算单柱桥梁在承载极限状态下的承载力.
桥梁的承载力
为了计算桥梁的承载力,可以采用有限元模型进行加载.该模型可以承受不同的加载方式.依据承载力反力,可以判定承载力是否达到极限.