earthquake action造句

• Characteristic value of earthquake action
  地震作用标准值16
• Wave motion analysis of earthquake action on the toe of retaining walls
  挡土墙墙趾地震作用的波动分析
• Analysis of the influence factors of earthquake action of concrete frame structure
  混凝土框架结构地震作用影响因素分析
• Direct dynamic analysis of plate - cone cylindrical reticulated shell subject to earthquake action
  板锥柱面网壳结构地震响应的动力时程分析
• The load case reckoned in horizontal earthquake action was design control load case
  （ 3 ）从构造措施一上着，各类构件均有不满足的情况。
• Calculation of vertical stiffness matrix of frame structures subjected to vertical earthquake action
  竖向地震作用下框架结构竖向刚度矩阵的计算
• The application of the baruch method to the analysis of earthquake action of cylindrical multi - silos supported by cylinder
  法在筒承式群仓地震分析中的应用
• To make a comparison between earthquake action and vibration action , the seismic analysis of hydropower house is carried out
  另外作为比较，也进行了水电站厂房地震作用分析。
• It is necessary to decide the reasonable mode number when we analyze earthquake action in construction design
  建筑结构在进行地震作用计算时，确定所需计入的振型数是必不可少的。
• This paper calculated the vertical stiffness matrix of plane frame structures subjected to vertical earthquake action
  本文计算了平面串并联多质点系结构在竖向地震作用下的竖向刚度矩阵。
• ( d ) the structure in 8 . 5 region demonstrates a favorable response under earthquake action and forms a well energy - consuming mechanism
  8度半框架在地震作用下结构总体反应表现良好，形成了以梁端塑性铰为主的耗能机构。
• And the viscous dampers " optimum installation in structure is carried out . the equations of motion of an eccentric building with viscous dampers under earthquake actions are established
  采用剪切型平扭模型，建立了地震作用下具有粘滞阻尼器偏心结构的平扭耦联运动方程。
• In the case of seldomly occurred earthquake , the artificial vertical seams play their roles , changes the failure forms of coupling wall - column and lower structural stiffness and earthquake action
  在大震作用下，人工竖缝发挥作用，改变了墙肢的破坏形态、降低了结构的刚度和地震作用。
• In kinematics similarity test , test simulates specimens in earthquake action . by the hysteretic curve , anti - seismic property of t - shaped and l - shaped short - leg shear wall can be realized
  并且研究了在动荷载作用下混凝土等级、截面配筋率和墙肢截面高厚比等因素对短肢剪力墙抗震性能的影响。
• Through experimental study and finite element analysis , we draw that the vertical holes in the hollow shear wall structure with seams lessen self - weight so as to lower the earthquake action
  试验研究和有限元分析得出：此种带缝空心钢筋混凝土剪力墙结构中竖向孔洞的存在减轻了结构的自重，因而降低了结构的地震作用。
• According to the basic theory of structural vibration control , the viscous dampers are set in orthogonal directions to control the translation - torsion response of the eccentric structure under earthquake actions
  根据结构振动控制的基本理论，提出在结构的两正交方向同时设置粘滞阻尼器以控制结构的平动反应和扭转反应。
• First , in view of the earthquake action for assessment of existing structures in re - service term , hysteretic model of corroded members is introduced to earthquake damage prediction based on reliability theory
  为科学预测未来地震造成的破坏并合理估计其造成的损失，应该以在役结构为对象，这样才符合地震时结构的实际情况。
• After considering the influences of the tensility performance and ratio of damping on the earthquake action of steel structure , the reference formula to design the earthquake force based on the is given
  在考虑了钢结构的延性性能、阻尼比等因素对结构地震作用的影响之后，给出了采用概率延性调整系数的设计地震力的参考公式。
• According to calculation pattern of plane frame - bent structure , the load and earthquake action are calculated firstly , the static response and dynamic response of the reformed structures are then analyzed by means of sap84 procedure
  然后取平面框排架计算简图，进行荷载和地震作用计算，利用sap84程序对改造后的结构体系进行了结构的静力和动力分析。
• 4 ) the dynamic interaction factors of pile groups under horizontal earthquake actions and dynamic forces considering axial loads are first derived in this field , and the affection degree of the factors by the axial loads are investigated
  4 )首次推导了考虑轴向力时水平地震作用下和桩头动力作用下群桩动力相互作用因子，分析了轴向力对动力相互作用因子的影响程度。