侧向刚度比,lateral stiffness ratio
1)lateral stiffness ratio侧向刚度比
pared with thelateral stiffness ratio limit value of seismic code,the seismic capacity of the structure with differentlateral stiffness ratio is analyzed and some conclusions are listed.在基于性能/位移抗震设计思想下,通过动力时程分析,研究了底部两层框剪砖房结构在不同地震强度作用下的弹塑性反应和变形特征;针对《规范》中对底部两层框剪砖房结构侧向刚度比的限定条件,研究了不同侧向刚度比条件下结构的抗震能力,得到了相关结论。
2)ratio of lateral stiffness侧向刚度比
1.Theratio of lateral stiffness of R.用PKPM软件研究梁式转换层的混凝土异形柱框架结构体系的上、下侧向刚度比的合理取值,通过分析不同刚度比对结构内力和侧移的影响,得出了该体系在非抗震设防和7度(0。
3)story lateral stiffness ratio楼层侧向刚度比
1.Based on finite element analysis of high-rise buildings whose transfer stories are set at the first story and act as open floor,this paper discusses three types lateral stiffness control parameters of transfer story:story lateral stiffness ratio,equivalent shear stiffness ratio and equivalent lateral stiffness ratio.通过一系列在首层架空层设置转换层的高层建筑的有限元分析,对楼层侧向刚度比、等效剪切刚度比和等效侧向刚度比三种转换层结构侧向刚度控制参数进行了探讨。
4)equivalent lateral stiffness ratio等效侧向刚度比
1.Based on finite element analysis of high-rise buildings whose transfer stories are set at the first story and act as open floor,this paper discusses three types lateral stiffness control parameters of transfer story: story lateral stiffness ratio,equivalent shear stiffness ratio andequivalent lateral stiffness ratio.通过一系列在首层架空层设置转换层的高层建筑的有限元分析,对楼层侧向刚度比、等效剪切刚度比和等效侧向刚度比三种转换层结构侧向刚度控制参数进行了探讨。
5)lateral rigidity侧向刚度
pare with under frame anti-shake wall structure opening the hole walllateral rigidity algorithm;底框—抗震墙结构开洞墙体侧向刚度算法比较
2.The impact of the story with outriggers on thelateral rigidity of the structure was studied using the finite element method,and the calculation result and the executing plan were given out.通过结构优化设计改善了建筑物平面布置,降低工程造价;采用有限单元法,研究了加强刚性层对结构侧向刚度的影响,提出了相应的计算结果和实施方案。
3.Then,based on the thermal stress and its distributed regulation of large area floor,several details,such as tempture load,lateral rigidity of vertical structure member are given.介绍了青岛国际会展中心二期工程中超长连续预应力梁的设计方案,着重就竖向构件侧向刚度对梁预应力效应的影响、各种张拉方案进行了分析比较;并对结构中大面积楼盖温度应力的大小、分布规律进行研究,分析过程中考虑了温度荷载的确定、竖向构件侧向刚度、徐变等主要因素的影响,最后提出相应的预应力设计方案。
英文短句/例句
1.There are three calculated methods for lateral stiffness in current code.根据现行规范,楼层侧向刚度的计算方法有3种。
2.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
3.Study on Changes of the Lateral Stiffness and the Control Methods in Tall Building Structures;高层建筑结构侧向刚度变化及其控制方法研究
4.Experimental research on the lateral stiffness of ancient wooden Dougong古建木构枓栱侧向刚度的试验研究(英文)
5.Improvement of Structure Lateral Rigidity by Crossing Inclined Support交叉斜撑法应用于改善结构楼层侧向刚度
6.Lateral stiffness control parameters of transfer story in open floor structure首层架空层转换结构的侧向刚度控制参数探讨
7.To provide lateral stiffness to the building, a system of bracing may be designed to resist lateral forces due to wind or earthquake.为了保持建筑物的侧向刚度，可以设计一个支撑系统来抵抗由于风或地震引起的侧向力。
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 of Multiple-Lateral-Braces-Beam"s Complete Brace"s Stiffness Based on FEM多侧向支撑梁的完全支撑刚度的FEM分析
10.Lateral load distribution for pushover analysis considering story stiffness for building structures建筑结构考虑刚度变化的Pushover水平侧向力分布
11.A method of the determination of the tire side-slip characteristics, vertical and tangential stiffness and damping is given.提出了轮胎的侧偏特性、向和切向轮胎刚度阻尼的确定方法。
12.Lateral Restraint Forces in Z-Section Roof Systems Using the Component Stiffness Method运用复合刚度方法对Z型构件支撑屋面系统的侧向约束力分析
13.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
14.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
15.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
16.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
17.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
18.limiting lateral acceleration test极限侧向加速度试验
相关短句/例句
ratio of lateral stiffness侧向刚度比
1.Theratio of lateral stiffness of R.用PKPM软件研究梁式转换层的混凝土异形柱框架结构体系的上、下侧向刚度比的合理取值,通过分析不同刚度比对结构内力和侧移的影响,得出了该体系在非抗震设防和7度(0。
3)story lateral stiffness ratio楼层侧向刚度比
1.Based on finite element analysis of high-rise buildings whose transfer stories are set at the first story and act as open floor,this paper discusses three types lateral stiffness control parameters of transfer story:story lateral stiffness ratio,equivalent shear stiffness ratio and equivalent lateral stiffness ratio.通过一系列在首层架空层设置转换层的高层建筑的有限元分析,对楼层侧向刚度比、等效剪切刚度比和等效侧向刚度比三种转换层结构侧向刚度控制参数进行了探讨。
4)equivalent lateral stiffness ratio等效侧向刚度比
1.Based on finite element analysis of high-rise buildings whose transfer stories are set at the first story and act as open floor,this paper discusses three types lateral stiffness control parameters of transfer story: story lateral stiffness ratio,equivalent shear stiffness ratio andequivalent lateral stiffness ratio.通过一系列在首层架空层设置转换层的高层建筑的有限元分析,对楼层侧向刚度比、等效剪切刚度比和等效侧向刚度比三种转换层结构侧向刚度控制参数进行了探讨。
5)lateral rigidity侧向刚度
pare with under frame anti-shake wall structure opening the hole walllateral rigidity algorithm;底框—抗震墙结构开洞墙体侧向刚度算法比较
2.The impact of the story with outriggers on thelateral rigidity of the structure was studied using the finite element method,and the calculation result and the executing plan were given out.通过结构优化设计改善了建筑物平面布置,降低工程造价;采用有限单元法,研究了加强刚性层对结构侧向刚度的影响,提出了相应的计算结果和实施方案。
3.Then,based on the thermal stress and its distributed regulation of large area floor,several details,such as tempture load,lateral rigidity of vertical structure member are given.介绍了青岛国际会展中心二期工程中超长连续预应力梁的设计方案,着重就竖向构件侧向刚度对梁预应力效应的影响、各种张拉方案进行了分析比较;并对结构中大面积楼盖温度应力的大小、分布规律进行研究,分析过程中考虑了温度荷载的确定、竖向构件侧向刚度、徐变等主要因素的影响,最后提出相应的预应力设计方案。
6)lateral stiffness侧向刚度
1.Analysis oflateral stiffness for R C frames with special-shaped columns;钢筋混凝土异形柱框架结构侧向刚度分析
2.The calculation method oflateral stiffness in the condition of frame-shear wall cooperation are used,thelateral stiffness ratio between the first and second storey are calculated and the conclusion thatlateral stiffness could not meet practice s need when the first and second storey were provided with the same structure and h_1/H>0.利用框架-抗震墙协同工作计算侧向刚度的方法,计算分析了层1,2侧向刚度比,得出了在层2与底层结构布置完全相同的情况下,当h1/H>0。
3.The layout affects thelateral stiffness of the structure.某钢筋混凝土高层框架核心筒结构角部沿竖向设置了跨越3层的内凹阳台,使得局部楼层平面不能形成封闭的外框架边梁,由此对结构的整体侧向刚度造成了一定的削弱。
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。
