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Dynamic stability research by using load/unload ratio method
Authors:SHI Chong  XU Wei-ya  ZHOU Jia-wen  ZHOU Xian-qi
Institution:Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China
Abstract:Borrowing the idea of load/unload response theory in seismic prediction, seismic dynamic model is established, in which seismic acceleration on the boundary is regarded as load/unload process and relative displacement, velocity or acceleration is looked upon as response parameters, whole time history analysis is performed by finite element method and load/unload response theory, favourable exploratory of the application in dynamic response prediction is then attained through the above-mentioned theories. The results indicate that relative response parameters are more applicable of describing structure deformation, reflecting the dynamic mechanism of action than absolute displacement. Using Load/unload dynamic response ratio to identify the damage degree under seismic waves turns out to be an effective method reflecting the response degree.
Keywords:dynamic response  load/unload law  absolute dynamic response  relative dynamic response  
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