1) adjustment of earthquake-shearing-force
地震剪力调整
1.
Reasonable adjustment of earthquake-shearing-force in frame-shearwall structure
框架-剪力墙结构中地震剪力调整方法的选用分析
2) seismic force modification factor
地震力调整系数
1.
Dynamic P-Δ effects on seismic force modification factors;
动力P-Δ效应对地震力调整系数的影响
2.
Based on an elasto-plastic time-history earthquake analysis of a single degree of freedom system(SDOF),the seismic force modification factor R of the modified-Clough(MC) model,which can be employed to represent structures that exhibit stiffness degradation when subjected to cyclic loading,is investigated.
采用反向加载时刚度退化的修正克拉夫(Modified-Clough,MC)滞回模型,计算了单自由度体系(SDOF)在四类场地下各74～106条地震波输入后的弹塑性动力时程响应,得到了不同自振周期、延性、阻尼比和后期刚度系数等参数组合下的地震力调整系数R。
3) seismic shear force
地震剪力
1.
The concept of subjection degree in fuzzy theory is applied to the checking calculation of earthquake resistance of multistouy masonry buildings The problem on the distribution of the floor horizontal shear forces among the walls is discussed The method of distribution of floor seismic shear forces is improved to a perfect degre
应用模糊理论中隶属度的概念于多层砌体房屋抗震验算中 ,对楼层水平地震剪力在各墙体之间的分配的问题进行了讨论 ,并对楼层地震剪力的分配方法进行了改进和完
4) earthquake shear
地震剪力
1.
Secondary holing in the brick wall changes the lateral rigidity of the wall, damages the structure integrity, especially the earthquake shearing force distribution in the force bearing wall, has direct effect on the original design.
尤其是改变了地震剪力在各受剪力的墙体中的分配，由此直接影响了原设计结果。
5) seismic shear
地震剪力
1.
Simplified calculation of horizontal seismic action and seismic shear of multi-story interior frame structure using force coefficients
利用系数计算多层内框架房屋水平地震作用和楼层地震剪力的分析
补充资料：法克森曳力系数
分子式：
CAS号：
性质：指穿过润胀的渗透膜时受阻扩散速率的力。穿过润胀的渗透膜时受阻扩散速率与不受阻扩散速率的比值，称为曳力系数。亦称法克森曳力系数。
CAS号：
性质：指穿过润胀的渗透膜时受阻扩散速率的力。穿过润胀的渗透膜时受阻扩散速率与不受阻扩散速率的比值，称为曳力系数。亦称法克森曳力系数。
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