李静
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发表时间:2022-10-08
发表刊物:ENGINEERING STRUCTURES
所属单位:建设工程学部
卷号:211
ISSN号:0141-0296
上一条:Roller compacted concrete gravity dams reliability analysis based on response surface approach
下一条:Seismic analysis of large 3-D underground caverns based on high performance recursive method