侧移刚度比,ratio of lateral stiffness
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.Theratio 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。
英文短句/例句
1.EVALUATION OF LATERAL STIFFNESS RATIO OF COUPLING SHEAR WALL WITH FRAME TRANSFER STORY带梁式转换层的联肢剪力墙结构的侧移刚度比计算
2.Analysis and Research of Temperature Effect in the Structure on the Condition of Different Side-displacement Rigidity;不同侧移刚度条件下结构温度效应的分析研究
3.Analysis on effective length of column in semi-rigid jointed steel frames with lateral displacements;有侧移半刚性连接钢框架柱计算长度的研究
4.STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES钢筋混凝土结构中剪力墙的层间侧移刚度
5.The whole stiffness matrix of structural system is derived by condensation approach.分析了结构运动方程,并采用缩聚法建立结构总侧移刚度。
6.Theory Study of Lateral Stiffness of Special-sharped Column and Application on Analysis of Frame Structure;异形柱抗侧移刚度的理论研究及其在框架分析中的应用
7.Researches on Lateral Stiffness of Wall Segment and Seismic Analyses of Masonry Structures;砌体结构层间墙体侧移刚度研究及结构抗震分析
8.Irregularity Analysis of the Lateral Stiffness of Frame Structure框架结构楼层侧向刚度不规则判别方法的分析比较
9.Research on the Side Rigidity Matching Based on Improving the Vehicle Performance in Side Impact;基于侧面碰撞安全性的车辆侧面刚度匹配研究
10.A Research on How the Tall Buidling s Ability of Resist Torsion Influence the Limitation of Ratio of the Displacement;高层建筑不规则结构扭转刚度对位移比限值影响的研究
11.A Preliminary Study of Stiffness Distribution of Curved-spatial Retractable Roof Structural;曲面空间移动开闭式屋盖结构刚度配比初步研究
12.Optimal Analysis for Lateral Stiffness in Mid-highriseRC Frame Shearwall Structure with Special-shaped Columns;中高层异形柱框剪结构抗侧刚度优化
13.Story Lateral Stiffness and Stability Analysis of Tilted Column Frame;斜腿框架的层抗侧刚度及稳定性分析
14.Testing and Numerical Fitting of Cornering Stiffness of 7.50R20 14PR PW02 Tire7.50R20 14PR PW02型轮胎侧偏刚度的试验与拟合
15.Lateral rigidity and shear resisting capacity of multi-ribbed composite wall密肋复合墙板抗侧刚度及承载力研究
16.RELIABILITY ANALYSIS OF SEMI-RIGID STEEL FRAMES BASED ON PEAK DISPLACEMENT LIMITS半刚性节点钢框架侧移限值的可靠性分析
17.Stability analysis of columns in sway and semi-rigid composite frames有侧移半刚性连接组合框架柱的稳定分析
18.Study on Lateral Bearing Capacity and Lateral Stiffness of Prestressed Brick Walls;集中式预应力砖墙的抗侧强度及抗侧刚度计算方法的研究
相关短句/例句
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 storylateral 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,thelateral 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 thelateral 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,thelateral 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 structurelateral 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 oflateral rigidity of brick wall and reinforced concrete wall in our country at present, relates the regulations oflateral 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 thelateral 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,thelateral 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 storylateral 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 inlateral 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 horizontallateral 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。
延伸阅读
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。
