抗侧移刚度,lateral stiffness
1)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。
英文短句/例句
1.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
2.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
3.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
4.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
5.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
6.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
7.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
8.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
9.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
10.The Research of Lateral Stiffness of Wall in Brick Buildings with Bottom-framed;底框—抗震墙结构墙体侧向刚度计算方法的研究
11.Research on Stiffness Degradation of Concrete Frame-shear WallR.C.框架—剪力墙结构抗侧刚度的退化研究
12.Lateral Rigidity and Capacity Analysis of Assembly Temporary Bearing Frame装配式临时架体的抗侧刚度及承载力分析
13.Effect of High Transfer Story on Lateral Stiffness and Study on Its Applying Technique高位转换层对抗侧刚度的影响及应用探讨
14.Research on Simplified Method for Calculating Lateral Stiffness of Cold-Formed Steel Composite Wall in Residential Structures冷弯薄壁型钢组合墙体抗侧刚度计算方法研究
15.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。
16.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
17.The Stiffness Analysis and the Design Method of a Kind of Automobile Hydro-Pneumatic Suspensionwith High Lateral Stabiiity一种抗侧倾汽车油气悬架的刚度分析及设计方法
18.Finite Element Analysis of Dynamic Characteristics and Checking of Lateral Stiffness of Lattice Light-Gauge Joist Steel System格构轻钢龙骨体系动力特性有限元分析及抗侧力刚度验算
相关短句/例句
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。
3)stiffness for resisting deflection抗侧移度刚度
4)story lateral stiffness层间抗侧移刚度
1.For the steel frame structures, a study is carried out on the relationship between the lateral limit load capacity and thestory lateral stiffness considering the vertical load s effect on the column s limit moment, P-Δ effect and yielding strength of steel.针对钢框架结构,本文研究了层间抗侧移刚度和层水平承载力之间的关系,经过统计分析,得到了钢框架结构考虑竖向荷载对柱子极限弯矩的影响、P-Δ效应以及钢材屈服强度的影响,利用层间抗侧移刚度估计层水平承载力的统计公式。
5)drift stiffness matrix抗侧移刚度矩阵
1.The substructure method together with Gaussian elimination method are used to compute the generalizeddrift stiffness matrix of space tall building structures.首先提出了适用于多重屈服面的Ｚｉｅｇｌｅｒ移动规则与Ｐｒａｇｅｒ移动规则，采用子结构法与高斯消元法相结合，建立了形成空间高层框架广义抗侧移刚度矩阵的计算过程。
6)lateral stiffness抗侧刚度
1.Optimal analysis forlateral stiffness of shear wall in mid-highrise RC frame-shearwall structure with special-shaped columns;中高层异形柱框-剪结构的剪力墙抗侧刚度优化
2.Optimallateral stiffness of tall building based on initiative control;基于主动控制的高层结构最优抗侧刚度
3.Analysis oflateral stiffness influence on the prestressing force of frame;框架抗侧刚度对后张预应力效应影响分析
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。
