1) ratio of lateral stiffness
侧移刚度比
1.
Based on a practical project,the items of assesmic design for two-story-frame-supported-masonry-structure are discussed which is located in the 7 intensity scope such as structure configuration,ratio of lateral stiffness,structural rules etc.
结合具体工程，利用最新研究成果，就七度区底部两层框架抗震墙砖房的结构布置、侧移刚度比、构造措施等，进行了探讨，对同类工程设计，有一定参考价值。
2.
The ratio of lateral stiffness of shear wall to frame is a crucial index which should be taken into account in the design of frame supported shear wall structures.
梁式换层结构上、下侧移刚度比是此类结构设计中的重要控制指标,现行规范中的计算方法所得到的结果与有限元法得到的结果有较大的出入。
2) ratios of lateral stiffness
层间侧移刚度比
3) lateral stiffness
侧移刚度
1.
Control analysis on the ratio of the first story and second story lateral stiffness for masonry building with frame structure at the first story;
房屋框架抗震墙与底层侧移刚度比控制分析
2.
If the stiffness of the floor stab can be considered as rigid enough,the lateral stiffness of the correlative columns could be calculated directly using conventional D-value method.
如果考虑楼板的刚度足够大,利用传统的D值法可以直接计算出相关柱的侧移刚度。
3.
It is complex to calculate accurately the lateral stiffness of shear walls of transitional story of masonry building with frame-wall structure at bottom story.
过渡层抗震墙侧移刚度的计算较复杂。
4) lateral rigidity
侧移刚度
1.
Based on interaction of filling wall and frame structure,the lateral rigidityof filling wall and frame structure has been analyzed under horizontalload and the influence extent of filling wall on dynamic characteristicof frame structure.
以填充墙与框架结构共同作用为机理,通过分析在水平力作用下各类填充墙-框架结构体系的层间侧移刚度,探讨填充墙对框架结构动力特性的影响程度。
2.
The simplified formulas used to calculate the masonry structure lateral rigidity and internal force are presented.
提出确定底层框架砖房抗震墙数量的简化方法，对砖墙侧移刚度及内力分析提出了简化的实用计算公式。
3.
This paper sums up the calculation methods and equations of lateral rigidity of brick wall and reinforced concrete wall in our country at present, relates the regulations of lateral rigidity calculation of wall with small opening.
本文总结了目前我国砖墙墙片和钢筋砼墙墙片的侧移刚度计算方法和计算公式,叙述了国内对小开洞墙片侧移刚度计算的规定。
5) lateral stiffness
抗侧移刚度
1.
Optimization of the lateral stiffness of shear wall in mid-highrise frame-shearwall structure with special-shaped columns;
中高层异形柱框—剪结构的剪力墙抗侧移刚度优化分析
2.
Based on the stiffness matrix,the lateral stiffness of the column is presented.
推导了半刚性连接组合梁单元不考虑轴向变形和剪切变形的刚度方程,基于此刚度方程给出了框架柱的抗侧移刚度。
3.
In this paper, based on the behavior of special-shaped column, the "story shear model" is built, the story lateral stiffness is deduced and compared with the rectangular column frame structure.
本文结合异形截面柱的受力性能,建立异形柱框架“剪切层模型”,导出了异形柱框架的抗侧移刚度公式,并和矩形柱框架的抗侧移刚度做了比较分析。
6) lateral resisting stiffness
抗侧移刚度
1.
The requirements on wall layout are emphasized in lateral resisting stiffness calculation.
根据《建筑抗震设计新规范》提出的扭转规则性要求 ,对砌体结构的扭转计算方法进行了简述 ,并强调了在计算抗侧移刚度时对墙体的布置要求 ,提出方案设计时应考虑的因素 ,解决了砌体结构方案设计时抗扭转的问
2.
This paper presents a series of modified beam-column linear-stiffness ratio coef-ficient α formulas ,based on anaysis of the horizontal lateral resisting stiffness of thousands of realframes.
通过对上千个框架的框架柱水平抗侧移刚度的分析，考虑实际框架各层各跨梁柱的实际变形对梁柱线刚比影响系数α及框架水平抗侧移刚度Ｄ值的影响，提出一系列便于计算机编程使用且较为精确的梁柱线刚比α的计算公式，修正了传统的Ｄ值法。
补充资料：轮胎侧偏刚度
轮胎侧偏刚度为轮胎侧偏力与侧偏角的比值:k=F/a,式中k为侧偏刚度，F为侧偏力，a为侧偏角。侧偏刚度单位为N/rad。
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