on the shake造句

• Based on the current structure design codes , a one tenth scaled 2 bays , 3 - stories model of concrete filled steel tube ( cfst ) column frame structure is designed and manufactured , and tested on the shaking table
  摘要基于现行结构设计规范，设计制作了一榀1 / 10比例的单跨、两开间八层钢管混凝土柱钢梁框架结构模型，对其进行了模拟地震振动台试验。
• Based on the shaking table test of 1 / 4 scale two - bay rc frame modes strengthened with and without cfrp ( carbon fiber - reinforced plastic ) , damaged and destroyed model strengthened with cfrp , the vibration properties and seismic response and destroying position of rc frame model with cfrp are analyzed
  摘要通过对两个缩尺比为1 / 4的两层单跨钢筋混凝土框架结构模型的加固、未加固及其震坏后再加固的3次振动台对比试验，探讨了其动力特性、地震反应和损伤破坏情况。
• Based on the shaking table test , finite element analysis is applied to the structure , and the period , acceleration , displacement and torsion of the model under different seismic action are calculated compared test with finite element analysis results , the exactitude and reliability of each other are verified . based on comparison , further finite element analysis of the model is done , chiefly on the seismic reaction of the floor near the transfer floor and the loading of the components
  本文在振动台试验的基础上，对模型结构进行了有限元分析，计算了模型结构的周期和地震作用下的加速度、位移、和扭转等地震反应，将试验结果和有限元分析结果对比，验证了试验和有限元程序的准确性和可靠性，在对比的基础上，对模型结构进行了进一步的有限元分析，着重研究了转换层上下相邻层的地震反应和结构构件的受力情况。