1) interface stiffness
结合面刚度
2) joint surface contact stiffness
结合面接触刚度
3) structural stiffness
结构刚度
1.
Combined with project survey,it analyzes the reasons generating crack on the board casting in place of house from the aspects of the structural stiffness break,not installing desirable dilatation joint,steel bar fall on bearing,temperature,shrinkage etc,and brings forward corresponding prevention measures,which will eradicate the crack on the board casting in place.
结合工程概况,从结构刚度突变及未设置必要的伸缩缝、支座处负筋下沉、温度、收缩等方面分析了住宅现浇板裂缝的产生原因,并提出了相应的防止措施,以彻底根除现浇楼板的裂缝。
2.
A simplified formula was developed to calculate the local structural stiffness of each bump of the bump foil with the consideration of frictions between bump foil and its contact surfaces,and the influences of different parameters on the structural stiffness were analyzed.
考虑波箔轴承中波箔与接触面间摩擦力的影响,得出了计算波箔局部结构刚度的简化公式,并分析了影响波箔轴承结构刚度的参数。
3.
Using the concept of load capacity coefficient,the effect of the variations of structural stiffness in circumferential,axial and radical directions on the performance of load capacity of foil bearing were analyzed.
从承载力系数出发,分析了箔片轴承在周向、轴向和径向3个空间方向的结构刚度的变化对箔片轴承承载力的影响。
4) resin-bonded stiffness
粘结刚度
1.
Secondly,the relation between longitudinal wave propagation velocity and resin-bonded stiffness of full length anchoring bolt is simulated.
针对煤矿锚杆支护的特点,首先从理论上研究应力波在托板处、锚固开始位置、锚固结束位置的反射和透射规律;然后模拟纵波在全长锚固锚杆内传播速度与树脂-围岩粘结刚度之间的关系;最后在锚杆支护实验室进行了预应力锚杆支护实测对比试验。
5) structure rigidity
结构刚度
1.
The criteria of conceptual design on high-rise building structure rigidity are introduced in this paper.
阐述了高层建筑结构刚度的概念设计原则和结构刚度与震害的关系,分析了规范对结构刚度的规定,并进一步提出了对结构刚度的认识,可供高层建筑结构设计人员参考借鉴。
6) structure stiffness
结构刚度
1.
The low frequency noise of the ring-stiffened cylinder with double shell is depressed by increasing structure stiffness,the numerical simulation is adopted to evaluate the acoustics performance,find that the vibration and acoustic radiation of the structure could be depressed by increasing the structure stiffness within the discontinuous range of the low frequency.
通过增大双层加肋圆柱壳的刚度降低低频噪声,使用数值仿真技术,评价结构的声学性能,发现增大双层加肋圆柱壳结构刚度,可在低频段有限频率范围降低结构的振动与声辐射。
2.
Based on the project of Guangzhou Gu angda cesidential building,this paper presents structure design of a high -rise residential building with transition story,which includes t he selections of structure arrangem ents,the design of subsoil and foundation,in ternal force analysis and calculation,adjustment of structure stiffness and related structural construction measures,etc.
结合广州光大花园工程设计实例,叙述了带结构转换的高层住宅结构方案的选择,地基与基础设计,结构内力分析与计算,结构刚度调整以及采取的相应措施。
补充资料：非结合环与非结合代数
非结合环与非结合代数
on-associative rings and algebras
非结合环与非结合代数【珊心胭仪妇柱视血娜.d alge-b旧s;。eaceo””姗.oe.二、双a.幼。6P。」 具有两个二元运算+与，，除了可能不满足乘法结合律外，满足结合环与代数(a洛。clati记nn邵and目罗b璐)之所有公理的集合.非结合环与代数的第一批例子出现在19世纪中叶，是不结合的(Ca外呀数(c盯触yn山n1比IS)和更一般的超复数(h”姆rComp恤nUmber)).给定一个结合环(代数)，如果用运算〔a，bl二ab一ba代替原有的乘法，其结果是一个非结合环(代数)，这是个Lie环(代数).另一类重要的非结合环(代数)是Jo攻lan环(代数)，它们可由在特征非2的域(或有1和1/2的交换的算子环)上的结合代数中定义运算a·b=(ab+ba)/2得到.非结合环与代数的理论已经发展成代数学的一个独立分支，展现出与数学的其它领域以及物理学、力学、生物学及其他学科的许多联系.这个理论的中心部分是熟知的拟结合环和代数(n比ly一别粥戊泊石wn刀乡缸记a】罗bras)的理论，它们有:Lie环和珠代数，交错环和交错代数，北攻坛幻环与Joltlan代数，MaJ几哪B环和Ma月五U口B代数，以及它们的某些推广(见Ue代数(Lieal罗bra);交错环与代数(司加叮必tiverm邵alld目罗b挑);J加止川代数(Jo攻协nal罗bIa);M幼城e。
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