JING Pengxu，YANG Qingyi. Seismic Response of Soil Slope Based on the Multi-point Input[J]. North China Earthquake Sciences，2021, 39（1）：17-22. doi:10.3969/j.issn.1003−1375.2021.01.003.
Citation:
JING Pengxu，YANG Qingyi. Seismic Response of Soil Slope Based on the Multi-point Input[J]. North China Earthquake Sciences，2021, 39（1）：17-22. doi:10.3969/j.issn.1003−1375.2021.01.003.
JING Pengxu，YANG Qingyi. Seismic Response of Soil Slope Based on the Multi-point Input[J]. North China Earthquake Sciences，2021, 39（1）：17-22. doi:10.3969/j.issn.1003−1375.2021.01.003.
Citation:
JING Pengxu，YANG Qingyi. Seismic Response of Soil Slope Based on the Multi-point Input[J]. North China Earthquake Sciences，2021, 39（1）：17-22. doi:10.3969/j.issn.1003−1375.2021.01.003.
Seismic Response of Soil Slope Based on the Multi-point Input
In this paper, we take the two-dimensional soil slope as an example, considering the multi-point input to explore seismic response analysis, compare the single-point seismic input and the multi-point input so as to provide reference for the seismic design of the slope. The results show that multi-point input is safer and more practical than single point input in seismic design.
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