层间剪切模型的英文

• story-by-story shearing model

• "层"英文翻译    I storey; tier; stratum
• "间"英文翻译    space in between; opening
• "剪切"英文翻译    shear; shearing; shear cut; ...
• "模型"英文翻译    model; pattern
• "层间剪切" 英文翻译 :    interlaminar shear
• "层间剪切强度" 英文翻译 :    interlaminar shear strength
• "等值剪切模型" 英文翻译 :    equivalent shear model
• "弯曲剪切模型" 英文翻译 :    flexural shear model
• "剪切模" 英文翻译 :    cut-off die; shear die; shearing die
• "玻璃纤维增强塑料层间剪切强度试验方法" 英文翻译 :    test method for interlaminar shear strength of glass fiber-reinforced plastics
• "动剪切模量" 英文翻译 :    dynamic shear modulus of soils
• "剪切模量" 英文翻译 :    modulus in shear; modulus of shearing; rigidity modulus; shear elasticity (=shear modulus); shear modulus
• "剪切模数" 英文翻译 :    modulus in shear; modulus of elasticity in shear; modulus of rigidity; modulus of shearing; shear modulus; shearing modulus
• "弹性剪切模量" 英文翻译 :    elastic shear modulus
• "动力剪切模量" 英文翻译 :    dynamic modulus of shear
• "动态剪切模量" 英文翻译 :    dynamic shear modulus
• "刚性剪切模量" 英文翻译 :    rigidity shearing modulus
• "共轭剪切模式" 英文翻译 :    conjugate shear pattern
• "横向剪切模量" 英文翻译 :    transverse shear modulus
• "平衡剪切模量" 英文翻译 :    equilibrium shear modulus
• "张弛剪切模量" 英文翻译 :    relaxed shear modulus
• "总体剪切模式" 英文翻译 :    general shear pattern
• "玻璃态剪切模量" 英文翻译 :    glassy shear modulus
• "平面内剪切模式" 英文翻译 :    in-plane shearing mode
• "平面外剪切模式" 英文翻译 :    out-of plane shear mode

• This paper introduce simulink to simulation of structural nonlinear seismic responses innovative , working on regulation and dominance of simulation of structural dynamic response of simulink based on muti - storey shear - type model and member model , and set up basic block of structural dynamic response to pave the way for wide analysis of structural dynamic response , especially vibration control
  本文开创性地将simulink引入结构非线性地震反应仿真中，以层间剪切模型和平面杆系模型为对象，努力探讨simulink用于结构动力仿真的规律并发掘其优势，编制结构动力仿真的基础性模块，为逐步实现更广泛的结构动力分析尤其是结构的振动控制奠定基础。
• This paper concerns the seismic energy of base isolation and the seismic response of mr damper base isolation . the hysteretic differential bouc - wen model is adopted in order to take into account the non - linear behaviour of the base isolation , the superstructure is equivalent linear model . after the non - linear response of building can be calculated in the seismic , the energy analysis is carried out by energy equation
  对隔震层采用bouc - wen模型，上部结构采用层间剪切模型，利用状态空间迭代法，对基础隔震结构进行了多质点的弹塑性时程分析，并根据此结果，利用能量方程，求得隔震结构的各项能量，并绘制了各能量的时程曲线。