1) storey displacement
层间相对位移
2) Relative Displacement
相对位移
1.
The reason for the appearance of internal friction in tubular piles is that the relative displacement or its trend exists between the soil core and piles.
筒桩与土芯存在相对位移趋势以及它们之间相对位移的发生是筒桩内侧摩阻力产生的原因。
2.
A group of equations for lateral friction of single pile and relative displacement between pile and soil are established and calculated the bearing capacity of single pile.
基于桩土界面双曲线模型,由Randolph&Wroth模型和Boussinesq课题解计算了桩周土体的位移,建立了单桩桩侧摩阻力和桩土相对位移的函数方程组,计算单桩承载力,得出计算结果同试测结果相吻合,证明了该计算方法的正确性和实用性。
3.
<Abstrcat>Considering non-linear of soil around pile, this article analyzes and calculates the effect of the cement substitute for mud on the side-friction character, and then explains the phenomena of the side-friction increase of the cement substitute section after grouting and the relative displacement increase of the needed soil around the pile.
注浆后水泥浆替换段侧阻增大,同时所需极限桩土相对位移也增大,且水泥浆在桩侧土体的劈裂、渗透范围增大对侧阻的增大作用十分明显。
3) relative shifting
相对移位
4) story drift
层间位移
1.
Research on the story drift and allowable value index of buckling restrained braced frame structure
屈曲约束支撑框架层间位移及其限值的探讨
2.
It is based on the story drift to form the structural vibration equations.
采用相对位移控制方式时,虽然结构的相对位移能够得到有效控制,但个别层的层间位移可能被放大了。
3.
At same time, the superposition of the floor displacement and story drift response spectra is discussed.
本文研究了一般非正交阻尼结构在地震地面运动影响下的动力反应分析方法,此方法将复振型地震响应叠加解答中关于余弦函数的杜哈美积分表示为该相应模态地震位移和速度响应的线性组合,并在此基础上讨论了基于复振型的多层结构楼层位移及层间位移反应谱叠加方法。
5) inter-story displacement
层间位移
1.
The relationship between the internal force and inter-story displacement of a steel frame structure was educed by a calculation model of a crossed beam and column combined element with rigid juncture based on a actual deformation state of a tall steel frame structure.
根据高层钢框架结构的实际变形情况,以带刚性节点的十字型梁柱组合单元为计算模型,推导了钢框架结构构件内力与层间位移之间的关系式,并采用sap2 0 0 0程序和有关试验结果验证了公式的可行性和正确性。
2.
The results indicate that the roof and arch have large displacement,yield members are focused on the roof,and inter-story displacement of sandwich structure exceeds the limit,so the seismic fortification criterion can not be satisfied.
屋面和拱支撑的位移较大,屈服杆件集中在屋面,并且夹层结构层间位移超限,不满足抗震设防目标的要求。
6) interstory drift
层间位移
1.
Reliability level of interstory drift for weak story of existing RC frame structure;
RC框架结构薄弱层的层间位移可靠度水平考察
2.
Almost all of the building codes at home and abroad limit interstory drift in order to prevent structural and nonstructural components from cracking and deteriorating to affect their serviceability.
国内外规范均以限制层间位移角的方式来控制高层建筑的结构与非结构构件出现影响正常使用的裂缝与损坏 ,而最常见的弯剪型结构中层间位移角与结构及非结构构件受力状态的相关性较差。
3.
The relationship between interstory drift and the cracks of concrete members is especially inspected,and the effects of vertical loading and strengthened story on the allowable value of interstory drift are also studied.
通过 11层框架 剪力墙平面截断模型的静力加载试验 ,研究了原型为 5 2层的钢筋混凝土超高层建筑在正常使用状态下的受力和变形 ,重点考察了层间位移与构件裂缝的关系 ,同时研究了竖向荷载及加强层对层间位移限值的影响。
补充资料：层间剥离
分子式：
CAS号：
性质：层压材料在受到外部不均匀应力的作用下，在层与层之间发生的剥离破坏称为层间剥离。
CAS号：
性质：层压材料在受到外部不均匀应力的作用下，在层与层之间发生的剥离破坏称为层间剥离。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条