1) group silos
群仓
1.
According to the experiment based on the study of the natural vibration of 21 organic glass wall supporting group silos,the shifty regularity of the basic frequency of vibration and vibration model are studied,when the number of the silos,the position of the hole on the supporting part,stiffness of the building above top of silo,and the quantity of stored material change respectively.
通过21个有机玻璃试件对带仓顶室筒承式群仓的自振特性进行了试验研究,探讨了组合筒数、支承筒开洞方向、仓顶室抗侧刚度、贮料量不同时前2阶自振频率及振型的变化规律。
2.
This paper is aiming at the big diameter grouped silos, and considering the restrain and effected action among the group silos, especially, star siloare fully loaded, compared with singe silo, we think that the method of calculating internal force is different.
本文对一组大直径群仓,考虑到筒仓之间相互约束影响的作用,特别是在星仓装载时,其内力计算应与单仓有所区别。
2) multi silos
群仓
1.
Based on experimental study of the 35 multi silos models and 14 single silo models which are supported by silos wall themselves, this paper analyzes the influencing factors of the natural vibration characteristics: silo amount n, height diameter ratio H/D, and opening extent experimental results, and a regression equation is presented, which is of good accuracy.
通过对 35个筒承式群仓及 1 4个单仓的试验研究 ,分析了组合筒数n、高径比H/D、开洞率 ζ、组合方式与开洞方向的关系及装料程度等因素对筒承式群仓平动自振特性的影响。
3) silo block foundation
群仓基础
4) silo cluster
贮仓群
1.
The structure of the silo should be designed into some independent groups of linking sliding forms according to the ability of construction and economic reasonability when the area of the silo cluster is bigger.
对于筒壁结构,当贮仓群的面积较大时,应该根据施工能力和经济合理性,设计成若干个独立的贮仓组进行滑模即连体滑模。
5) Cangfanggon Group
仓房沟群
1.
High Resolution Sequence Stratigraphy of Cangfanggon Group in Jimusaer Area;
吉木萨尔地区仓房沟群高分辨率层序地层学研究
6) Cangxi group complex
仓溪岩群
1.
Cangxi group complex at Wenjiashi area of eastnorthern Hunan is a metamorphic rock series of higher greenschist to lower amphibolite facies, its whole rock isochron age: 2090±20Ma,∑Nd(T)=5.
湘东北文家市地区仓溪岩群为一套高绿片岩—低角闪岩相的变质岩系,其Sm—Nd全岩等时线年龄:2 090±20 Ma, ∑Nd(T)=5。
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