层间剪切模型 meaning in Chinese

story-by-story shearing model

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。