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1)  initial stress state
初始预应力态
2)  prestresses at initial state
初始态预应力
3)  initial prestress state
预应力初始态
1.
The structure layout and the dimension of structural members, the determination rules of pretension value for the prestressed cables are explored, the initial prestress state of the structure is designed, elastic and elasto - plastic ultimate bearing-capacity are analyzed respectively.
对结构布置和构件的尺度进行了研究,探讨了拉索的预拉力取值原则,设计了结构的预应力初始态,分别进行了弹性和弹塑性极限承载力计算分析。
4)  initial prestress
初始预应力
1.
A simplified calculation method for initial prestress distribution of sunflower-patterned cable domes;
葵花型索穹顶初始预应力分布的简捷计算法
2.
Based on the concept of integral feasible prestress, the initial prestress state of these domes are also calculated.
针对现有索穹顶结构形式存在的缺点提出了几种新型的索穹顶结构形式,并运用整体可行预应力概念对结构初始预应力进行了计算。
5)  initial pre-stress
初始预应力
1.
Distribution of initial pre-stress and stability analysis of suspen-dome;
弦支穹顶初始预应力分布的确定及稳定性分析
2.
A numerical algorithm based on the linear adjustment theory was presented to solve the initial pre-stress of cable-strut structures.
提出一种应用线性调整理论求索杆体系初始预应力的方法。
3.
Based on the model,the normal distribution manufacture errors and its effects on the initial pre-stress of the cable dome are analyzed.
首先介绍了钢索制作误差正态分布随机模型的产生过程,然后根据实际测量值建立了索长制作误差的正态分布随机模型,最后应用这一理论,分析了正态分布钢索随机误差对索穹顶体系初始预应力的影响,并根据结果提出了相应的制作要求。
6)  state of original stress
初始应力状态
补充资料:单线态-单线态能量转移
分子式:
CAS号:

性质:处于电子激发单线态的能量给体,通过激发能的转移使能量受体处于激发单线态的过程。

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