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基于呼和浩特市三环路特大桥,对其预应力连续梁桥悬臂施工控制进行了研究。结果表明,该桥挂篮最大剪力为268.82 kN、最大轴力为625.32 kN、最大弯矩为132.85 kN。在工作状态下,挂篮各杆件变形及受力能满足规范、设计要求。通过分析仿真模型的建立及控制参数具体取值,各标高测点理论值和实测值并不完全一致,变化幅度亦不十分显著,没有显著的规律性。理论值和实测值之间保持-4~2 mm范围内的差值变化。5.54 MPa是主要测点在中跨1/4截面和主梁悬臂根部受压应力的最大值,0.43 MPa是其最大拉应力值。现场实际监测的连续梁值和理论值具有较小偏差、变化规律比较类似,在施工控制中,所建模型能客观、准确地对实际施工进行反映,监测控制点切实可靠。 相似文献
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Interannual variation of the Polar Front in the Japan/East Sea from summertime hydrography and sea level data 总被引:1,自引:0,他引:1
The Polar Front in the Japan/East Sea separates the southern warm water region from the northern cold water region. A merged TOPEX/POSEIDON and ERS-1/2 altimeter dataset and upper water temperature data were used to determine the frontal location and to examine the structure of its interannual variability from 1993 to 2001. The identified frontal location, where sea surface height gradient has a maximum about 10–20 cm over the horizontal distance of 100 km, corresponds well to the maximum subsurface horizontal temperature gradient. The front migrates more widely (36°N–41°N) in the western part of the sea than in the eastern part. The interannual migration induces large variability in upper water temperatures and sea surface height in the western region. Responsible physical mechanisms were studied using a reduced-gravity model. Differences between inflow and outflow change the total volume of warm water, and total warm water volume change in the warm water region uniformly pushes the front in the meridional direction across its mean position in the model simulation. Interannual variation of wind stress causes relatively wide migration of the modeled front in the western part. 相似文献
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文章基于有限元法,采用ADAMS软件,对某商用车型前后悬架系统进行了KC仿真分析,分析结果显示,各工况下,前后悬架横向刚度满足性能目标,KC性能满足动态属性目标要求。 相似文献
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