侧向刚度的英文

• lateral rigidity

• "侧向"英文翻译    side direction; crossrange
• "刚度"英文翻译    rigidity; stiffness; inflexi ...
• "横向刚度" 英文翻译 :    lateral stiffness; transverse stiffness
• "径向刚度" 英文翻译 :    radial rigidity; radial stiffness
• "轴向刚度" 英文翻译 :    axial rigidity; axial stiffness
• "法向刚度系数" 英文翻译 :    normal stiffness coefficient
• "桥梁横向刚度" 英文翻译 :    lateral rigidity of bridge
• "刚度" 英文翻译 :    [物理学] rigidity; stiffness; inflexibility; severity
• "侧向" 英文翻译 :    side direction; crossrange◇侧向摆动 sideshake; lateral swing
• "横向刚性" 英文翻译 :    lateral stiffness
• "轴向刚性" 英文翻译 :    axial stiffness; longitudinal stiffness
• "横向刚性变化" 英文翻译 :    lateral stiffness variation
• "板刚度" 英文翻译 :    panel stiffness
• "比刚度" 英文翻译 :    modulus-to-density ratio; specific stiffness
• "磁刚度" 英文翻译 :    magnetic rigidity
• "动刚度" 英文翻译 :    dynamic stiffnesss of the moving element suspension
• "负刚度" 英文翻译 :    negative rigidity; negative stiffness
• "刚度；劲度" 英文翻译 :    stiffness
• "刚度比" 英文翻译 :    ratio of rigidity; stiffness ratio
• "刚度法" 英文翻译 :    stiffne method; stiffness method
• "刚度计" 英文翻译 :    rigidimeter
• "刚度项" 英文翻译 :    stiffne term; stiffness term
• "角刚度" 英文翻译 :    angular rigidity; angular stiffness
• "劲度；刚度" 英文翻译 :    stiffness
• "静刚度" 英文翻译 :    static rigidity; static stiffness

• Such work have been done as follows : 1 . the pseudo - static tests of three 1 / 2 - scale models r . c . frames with special - shaped columns have been conducted
  ( 2 )对异形柱框架结构的侧向刚度和水平承载力的计算方法进行了分析研究。
• In addition , based on the example of one actual building , the program is used to calculate the earthquake responses of the building with six assumed different lateral stiffness ratio
  同时，结合工程实例，计算了六种不同侧向刚度比条件下结构的弹塑性动力反应。
• The twin - wall truss has been put into use in designing the wide - span steel roof truss in order to overcome the disadvantages caused by the lack of laterlly stiffness in the one - wall truss
  在大跨度钢桁架设计中，为了克服实膜式桁架侧向刚度差带来的不利影响，当跨度较大时，宜采用格构式桁架。
• The paper is concerned with aseismic behaviour of the shear wall structure with steel reinforced concrete ( src ) and reinforced concrete ( rc ) supporting frames and girder transfer floor under horizontal load of seismic force
  框支剪力墙结构的特点是“上刚下柔” ，即上部楼层的侧向刚度大于下部楼层，不利于抗震。
• It is shown that the lateral stiffness ratio of the third story to the second story suggested by the latest 《 code for seismic desing of building 》 ( gb50011 ) is relatively low and the reasonable value is proposed , which can be used for referrence to engineering designers
  根据计算结果的分析，认为新颁布的《建筑抗震设计规范》 ( gb50011 )对于砌体过渡层与第二层框剪层的侧向刚度比限值偏小，并提出了合宜的刚度比取值范围，可供设计人员在抗震设计时参考和借鉴。
• Mega - frame is composed of mega - frame which is the main structure and floor - frame which is the minor . mega - frame has characteristics of great rigidity , superior property as a whole , clear - cut transmitting mechanism , flexible using space , economical building materials , low prices and high speed of construction and so on . because of its efficiency , flexibility and economization , mega - frame has become one of the most promising structure systems for tall buildings
  巨型框架结构由作为主结构的巨型框架和作为次结构的楼面框架构成，它具有侧向刚度大，整体性能好，传力明确，使用空间灵活，节约材料，降低造价，施工速度快等特点，是一种集高效性、灵活性和经济性为一体的新型高层建筑结构体系，因而成为适合建造高层与超高层建筑的最有前途的结构形式之一。
• Under the horizontal earthquake action and wind force , aim at " the pure frame structure with rectangle columns " , " the pure frame structure with special - shaped columns " , " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns " , earthquake action analysis was done by the spacial finite element method through the changes structural parameter . analyzing systematically " structure vibration mode " , " vibration period " , " structure lateral rigidity " , " seismic action force " , " seismic response force " , " floor seismic shear force " , " lateral horizontal displacement of structure " and " members internal force " . results indicate : ( 1 ) based on equal area , the special - shaped columns replaced the rectangle columns , the structural lateral rigidity enlarges , the lateral displacement minishes obviously , the earthquake response increase slightly , the biggest increasing amount of frame columns axis - compress ratio is smaller than 0 . 08 . the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3 . 6 , the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree , structure earthquake response is bigger , belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement , members internal force enlarged just rightly , have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ) , aseismic disadvantageous building site ( iii type site ) , adopting special - shaped columns structure system , should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result
  西安理工大学硕士学位论文在水平地震作用下，并考虑风荷载组合，分别对“矩形柱纯框架结构” 、 “异型柱纯框架结构” 、 “异型柱框一析架结构”及“异型柱框-剪结构”等四种结构体系，通过改变结构参数，运用空间有限元方法，进行地震作用计算。系统地分析研究“结构振型” 、 “振动周期” 、 “结构侧向刚度” 、 “结构地震反应力” 、 “楼层地震剪力” 、 “结构侧向位移” 、 “层间位移角” ，以及“构件内力” 。结果表明:在等面积原则下，异型柱代换矩形柱后，结构刚度增大，侧向位移明显减小，地震反应力略有增加，框架柱轴压比最大增幅小于8 % ，结构整体抗震性能有所提高;当异型柱肢长肢厚比小于等于3 . 6时，结构有利于抗震;水平地震作用力与整体坐标夹角为0度时，结构地震作用效应较大，属结构设计的控制因素之一;异型柱框一析架结构采用“人”字斜撑，侧向刚度大于“八”字斜撑和“人一八”字混合斜撑;异型柱框一剪结构侧向刚度大、位移小，构件内力增大适中，是一种抗震性能优越的结构体系:在抗震设防烈度较高地区( 8度)和抗震不利的建筑场地( m类场地) ，采用异型柱结构体系时，应尽可能减轻结构自重，降低地震作用力;分别采用“振型分解反应谱”法和“时程分析”法进行地震作用计算，两种方法所得结果基本一致。
• Those sensitive parameters making system have negative damping and occur self - excited shimmy are horizontal pulling lever rigidity , tire sideslip rigidity , steering gear rigidity and damping , kingpin equivalent damping , kingpin caster angle , tire drag . and wheel center distance , tire side rigidity , vehicle wheel unbalanced mass , tire vertical rigidity , and distance from kingpin center to the vertical central line plane of tire have great influence on shimmy , but they do n ' t make the system have negative damping . and horizontal pulling lever damping , suspension damping and rigidity have very small influence on shimmy
  横拉杆刚度、轮胎的侧偏刚度、转向机刚度、转向机阻尼、绕主销当量阻尼、主销后倾角、轮胎拖距是影响摆振的敏感性参数，适当调节某一参数可引起系统的负阻尼，使系统产生自激摆振；轮距、轮胎侧向刚度、车轮上的不平衡质量、轮胎垂向刚度及主销延长线与地面交点至车轮平面的距离对摆振的影响也较大，但不会使系统出现负阻尼；而横拉杆阻尼、悬架阻尼与悬架刚度对摆振的影响很小。
• On the one hand , coupling beams with small aspect ratio are sometimes used due to architectural requirement ; on the other hand , because shear walls in frame - shear walls and frame - tube structures bear most horizontal forces , coupling beams with small aspect ratio need be chosen to guarantee lateral stiffness required
  一方面由于建筑上的需要，小跨高比连梁时有所见；另一方面，在框架-剪力墙和框架-核心筒结构中，因其中的剪力墙和核心筒承担大部分水平荷载，故有必要选用跨高比偏小的连梁以保证所需的侧向刚度。
• Research has been done on the calculating methods of lateral stiffness and bearing capacity of the frame . according to experimental studies , finite element analysis and theoretical analysis , it develops to calculate lateral stiffness of frame with special - shaped columns of greater height - width ratio by using frame with rigid zones , and considering shear deformation of beam and columns . without considering the torsion of the whole structure , assuming the special - shaped column in the rc frame is flexural failure under uniaxial eccentricity force , putting forward the calculation method of flexural strength of special - shaped columns and the shear strength in a story for r . c
  对异形柱框架分别按普通框架和壁式框架进行分析，并与空间有限元分析结果和试验结果进行比较，提出了异形柱框架结构侧向刚度的计算方法；在整体结构不产生扭转且异形柱为弯曲破坏的假定下，提出了异形柱的受弯承载力及受剪承载力计算公式；提出了根据异形柱框架结构的破坏机构确定其楼层受剪承载力的方法。