Abstract：Based on the theory of elastic wave and the summarized geological model，a new time-frequency analysis method of the rock slope seismic stability is put forward by using the Hilbert-Huang transform. The rationality of this method has been verified by the results of shaking table test and numerical simulation. This method not only considers the amplitude-time-frequency effects，but also can forecast the safety of the slope，the time occurring the landslide and its scale. At the same time，this method can provide the valuable references for the time-history seismic design of retaining structure in the high intensity earthquake area.
杨长卫，张建经，周德培. SV波作用下岩质边坡地震稳定性的时频分析方法研究[J]. 岩石力学与工程学报, 2013, 32(3): 483-491.
YANG Changwei，ZHANG Jianjing，ZHOU Depei. RESEARCH ON TIME-FREQUENCY ANALYSIS METHOD FOR SEISMIC STABILITY OF ROCK SLOPE SUBJECTED TO SV WAVE. , 2013, 32(3): 483-491.
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2013, Vol. 32 
