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1)  retainer spring stiffness
弹支刚度
2)  elastic support stiffness
弹性支座刚度
1.
According to the uncertain problem of elastic support stiffness for complicated space truss in practical projects,which is led by differential settlement of weak foundation,mathematical anti-problem method is proposed,and mathematic analysis models for anti-problem are established.
根据实际工程中存在的软弱地基不均匀沉降造成的空间复杂杆系结构弹性支座刚度的不确定性问题 ,提出了数学反问题方法 ,建立了反问题分析的数学模型 ,并给出数学反问题的解法 ,绘制了计算框图 ,内力分析采用空间杆系有限元法 ,求解方法为迭代法。
3)  regidity of spring bearing
弹簧支承刚度
4)  elastic supporting rigidity
弹性支承刚度
5)  rigidity coefficient of elastic fulcrum
弹性支撑刚度系数
6)  spring rate
弹簧刚度
1.
With the engineering example of a V-shaped leg rigid frame arch bridge in the downtown of Luogang in Guangzhou, the force analysis of the bridge is introduced, focusing on calculation of the pile foundation spring rate and the key points for construction.
以广州市萝岗中心区的V形斜腿刚架拱桥为工程实例,介绍了对该桥进行的受力分析,并重点介绍了桩基础弹簧刚度的计算方法及施工要点。
2.
Based on test conditions with consideration of the nonlinear contact between spring leaves,an accurate finite element model for the fewer-piece leaf spring at both assembling and loading states is built,and the stress distribution and the spring rate of leaf spring,which are close to the real conditions,are obtained through finite element analysis with stress superposition.
以试验工况为基础,考虑簧片间的非线性接触,建立了钢板弹簧装配及加载状态的精确有限元模型,通过有限元分析和应力叠加计算得到钢板弹簧接近实际工况的应力分布和弹簧刚度。
补充资料:半硬壳式弹体(见弹道导弹弹体)


半硬壳式弹体(见弹道导弹弹体)
semi-hard-shelled missile body

bQn yingkeshi dan桩半硬壳式弹体(semi一hard一shelled、ssilebody)见弹道导弹弹体。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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