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Home > chinese-english > "continuous structure" in English

English translation for "continuous structure"

连续结构

Related Translations:
continuous:  adj.1.连续的,继续的,无间断的。2.【植物;植物学】无节的。短语和例子a continuous current 恒(向电)流。 continuous fire 连续射击。 continuous rain 连绵不断的雨。 a continuous train of thoughts 一连串的思想。 a continuous wave (radar) 等幅波(雷达)。ad
Example Sentences:
1.Each bridge is a two girder continuous structure extending over three spans with small haunches at the interior piers .
每一座桥是双主梁的连接梁,延伸三跨,在中间桥墩处具有小的加腋承托。
2.On topology optimization of continuous structures under harmonic excitation
谐和激励下的连续体结构拓扑优化
3.Lpa with higher molecular weights needs lower concentration to obtain co - continuous structure . however , for the sample with polystyrene based lpa , the morphology had little change with the increase of lpa concentration
分子量较高的lpa只需要较低的浓度就能够形成交互连续的两相结构,而聚苯乙烯类lpa试样,固化形态随着浓度增加没有明显的改变。
4.The basement membrane proteins including laminin , type iv collagen , type vii collagen , integrin a6 , and integrin b4 were all detected at the dermal ? epidermal junction , which showed a continuous structure in the 4 weeks after grafting
移植后4周,在真皮、表皮交界的基底膜带检测到的基底膜蛋白包括有层粘连蛋白,型胶原,型胶原, 4和6整合素,表明是一个连续生长的过程。
5.This paper demonstrates ultimate stress increment of unbonded tendons can be composed of approximate elastic deformation along the elements and local plastic deformation by nonlinear analysis on the unbonded partially prestressed concrete continuous structures . referring to the rule of ultimate stress increment of unbonded tendons at every load case , a regression formula of ultimate stress increment of unbonded tendons based on elastic - perfectly plastic model has been presented for engineers to calculate ultimate stresses of unbonded tendons in prestressed concrete multi - span continuous structures
考虑在各种荷载工况作用下无粘结筋极限应力增量的变化规律,并与理想的弹塑性模型相比较,最终得出以理想弹塑性模型计算各种荷载工况作用下无粘结筋极限应力增量的回归公式,从而为预应力混凝土多跨连续结构的无粘结筋应力设计计算提供有益的参考。
6.Polar polymers tend to separated from upr and make system form co - continuous structure , which make for shrinkage compensation . big difference of glass transition temperature ( tg ) between upr and lpa and a tg below the cure temperature is preferred , because there is more time and more efficient for microvoid formation of cured sample
极性较大的lpa在固化过程中更有利于从upr相中分离出来,形成有利于补偿收缩的两相交互连续的形态结构,而玻璃化温度与upr的差别大且低于固化温度的lpa ,则使得固化试样形成微孔的时间长和效率高。
7.Ultimate stress increment is a hotspot problem in theory of unbonded partially prestressed concrete structure , however , according to design critera and the art of the state on this issue around the world , it is still not considered in reason that ultimate stress of unbonded tendons in prestressed concrete multi - span continuous structures varies with load cases
无粘结筋的极限应力增量一直是无粘结预应力混凝土结构理论中热点问题,而从目前各国的设计依据及研究现状来看,还没有合理考虑多跨连续结构的无粘结筋极限应力随荷载工况变化的情况。
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